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Home My WebLink AboutSTONEHILL TR 8-Atonehl*ll Tract 8 - A #060-342-05 Municipality of Anchorage • Development Services Department; 4' Building Safety _:_€_ -" Division j On-Site Water & Wastewater Program, 4700 South Bragaw St.' P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ok.us (907) 343 7904 edge 1 or 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW030098 PID Number: 060-342-05 Name DON EVANS Wastewater System: ■ New ❑ Upgrade Address: NHN HILAND ROAD * EAGLE RIVER, AK. 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 529-0855 ¢ O Deep Trench ■ Shallow Trench O Bed O Around 0Other LEGAL DESCRIPTION SoR°"'° T"Dwtn „em en°"a 9' : 1 2 GPD/'Sq. rt. 9.0 MAX rt Black: Lot: Subdivision: — TRACT 8—A STONEHILL awlh to 0010 bal«n rren, WWnW glad. Gm el d Plh bneetk Ow SEE DWG. R3.95 rt Township: — Range: — Section: — ra eed.d aww ergww e.aer. Gonel Hnglh: SEE DWG. n 50+ a WELL: ■ New ❑ Upgrade a as .Aa 5 Nunber a IYwe wtlens. b..en �.. ckwmf bon P,Iwte. A.G.Q. Taa aepue l:oetl Tori T" obwsaen «le: n 1 — n Pp wwa : PRIVATE 200 n 20 rt 500 so. rt D 3034/ F-810 a.rH.: SULLIVAN WATER WELLS bot. 0,44d: 5/12/03 stare wa« Le 76 r< wrtasw SOUTH FORK CONSTRUCTION �" wa 8/5/2003 vlxd: r,Anp set At:Cminq Hweht Ab,e Ground: 3 cft UNKNOWN n 2'+ rL TANK SEPARATION DISTANCES .septic 0Holding 13S.T.E.P. 0Other To Septic Absorption Lift Holding bk/Prkvte NO1yd°�11en tewcitr w eererw: From Tank Field Station Tank So a LMee ANCHORAGE TANK 1250 Well 100'+ 100'+ — — •25'+ Wt rka- STEEL b" a `w"°'b"• 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ _ _ _ s" In swan. Ne.e,lactw«: Foundation 5'+ 10'+ °n �"' w at a: 1pn .a« Curtain DrainNONE KNOWN Pu Nwe �' 00CU 1 w l)*Ctw P«lwwwd by. Remarks: BENCH MARK *DID NOT INSPECT LINE FROM HOUSE TO TANK. lAeluon .nd ae.erlplwn: BOTTOM OF TANK UNABLE TO VERIFY SEPARATION FROM WELL TO SEWER LINE. ~ted E`Yeh"' 92.69 n *25'+ PER EXCAVATOR. ENGINEERS SEAL POF •...... •. S X00 a Cl) Inspections performed by: GEG, Ltd. Dates: 1st 8/5/2003 P ^ ; y 0 „•, •„ .Q 2nd 8/5/2003 3rd 1/10/2005 " 1 ff a A.. ar ss. Development Services Department Approval papa 795 goo Re' viewed and approved by: Date:1/(3t -15 Q°i •.,t L. aS� q�lPO �Up°dar sl got o= RvGofesafo 0 000��o PERMIT SWONUMBER: AS DRAWING PARCEL ID NUMBER: SW030098 060-342-05 r A 7-113-1 STI 219.52 208.06 ST2 226.92 215.80 DBL1 228.83 217.79 DBL2 230.50 219.53 COI 238.03 227.37 MTl 238.75 227.94 CO2 283.73 274.91 MT2 284.08 275.16 NEty •S'.. '�.' �. ''• SHOP • :. '.' NEW 1250 •'• ••'. SEPTIC STI E THI6+ IBL2 ///NEW DRAINFIELD /DSII / a ALTERNATE SITE C0 2 • °' \ 4TH/4 $. y•• 0 1 • CO + ' ' • • • A'E1y DID NOT INSPECT SEWER LINE (SEE ATTACHED LETTER WITCH \ ° •;. a •. y�N STATES R WAS INSTALLED 25'+ FROM WELL PER EXCAVATOR.) \ GARNESS ENGINEERING GROUP, Ltd. p 9 CONSULTANTS& GENERAL CONTRACTORS�� •••••• •• .. ...... ........... 101 L IIgY 11010, pAC 101 • MC Wwr, M .At (W1)] 32" � �1L w�gvwryY•.Yy.1aw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• .. f ....... ..... DON EVANS (907) 529-0855 2 OF 3 y e t y Ga ness: LECAL DESCRIPTION: DRAWN BY: Ogg. ' - CE— STONEHILL SUBDIVISION: TRACT 8—A. R.A.L. TYPE OF WORK: DATE 04 dP�ofesslOA�ao AS—BUILT DETAIL OF NEW SEPTIC SYSTEM 1/12/2005 PERUrrNUMBER: AS DRAG PARCEL NUMBER: SW0 SW030098 060-33 42 -OS GRADE . 101.87 ST2 TOP K AT INLET 9 S7I I I I /,--OTOP OF TANK AT UTLET . 97.57 n U NEW 1250 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT AT INLET . 96.99 A I OUTLET . 96.82 BOTTOM . 1 THj3 ORIGINAL LIGHESTE POINT) •57 TTFINAL GRADE 101.35 \ TT /'IFILTER FABRIC —BOTTOM3.95' INVERT OF PIPE RELETTVE ELEVATION OF LBOTTOMOF TEST HOLE. .• ' • `\\\, � 1 DON EVANZ:o / �•tK� _ PREPARED FOR. / LEGAL DESCRIPTION: .• 11 STONEHILL SUBDIVISION;TYPE OF WORK: �I1 PROFILEFOR NEW SEPTIC SYSTFUI• \\\\\ 18/01 2005 17.29 FAS 907 694 1122 SOUTH FORK CONSTRUCTION SOUTH FORK CONSTRUCTION P.O. BOX 770567 EAGLE RIVER. ALASKA 99577 (907) 694.4351 FAX (907) 694-1122 6YL�� n4) th la001 01111� 09/19/2003 10:26 FAS 907 694 1122 SOUTH FORK CONSTRUCTION ■ now �erttff ebrtrYi�rgLog by Doc co. em SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK. ALASKA 99567 • TELEPHONE 688-2750 OWNER OF LAND: 1r�7n F 4jjq N S ADDRESS: LEGAL DESCRIPTION: STo• N/fG 7R�c-i' ,— A DATE:�3 -- PERMIT NUMBER: pLj06�— -{)me otissue.6Lo2-9-'2 3 TAX IDENTIFICATION NUMBER: O_ko ag g -_g 57 Is well located at approved permit location? -X1es D No Method of Drilling: u-jW iotary J cable tool Depth of well: 2001. Casing Type.17ZEl Wall Thickness _ a 9 v hches Diameterr� ' , Inches, depth d feet .� Liner Type: 1 57 4 3 ` 16r L— Casing Stickup Above Ground: r7 — feet Static Water Level: -? 6 feet Recover Rate: 3 gpm Method of Testing: AZZ Well Intake Opening Type: :t open end ] open hole J Screened: Start feet Stopped feet • Perforations Start feet Stopped feet t 7 C volume Grout Type: (3.6ill S crj.-t S Depth: from Q _ feet, to, ? Q feet Well Disinfected Upon Completion? `j Yes ] No Method of Disinfection: r u1 OP- 1Nc c0 PPS Comments: EA 9 e001 0 A 5 ,--jG S TI5.r,.J,O J,= <r!? ✓rd J e,- r�� [ICvG 4-� rJ .. t. .'.y � -C. el r1 •�� rf.< i Z- S crj.-t S �lGr.� hC G iJ oden I I C ILr Driller's Name • S.eb.--- ATTENTION: It Is the responsibility of the Property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. r i✓C/Y T7Jy"6 6So. 08 ASBUILT 1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: .r>o.Y�•s � l jri� 7X.!�? B .9 AND THAT NO ENCR6ACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: DATE: 6�_Y GRID: su.Jsr FB: DRAWN: :uo &;u OF. A _... .. d �► PERMIT NUMBER: SW030098 AS -BUILT DRAWING rA r-B� STI 219.52 208.06 ST2 226.92 215.80 OBL1 228.83 217.79 DBL2 230.50 219.53 COI 238.03 227.37 WTI 238.75 227.94 CO2 283.73 274.91 Mfg 284.08 275.16 JVtly •S.. •�.' .. •:,. •:.'. SHOP 4•.. • ��•� . a WATER UNE LOCATION PER DID NOT MSPECT SEWER UNE (SEE ATTACHED LETTER WITCH STATES R WAS INSTALLED 25'i FROM WELL PER EXCAVATOR.) PARCEL ID NUMBER: 060-342-05 NOTE: ALL SEWEI LINES ARE INSULATED PER CONTRACTOR. TH16+ DRAINFIELD a i .• • • 01 3,MT 1 ALTERNATE SITE A • + 02 NEW 1250 CALLON• SEPTIC TANK INSULATION UNDER DRIVEWAY 4 INCH THICK 4 FEET WIDE PER CONTRACTOR 4TH14 S. WATER LINE 1 • •. 0 / F LOCATION PER CONTRACTOR 4 •': 4• •~ FC \ � ••' , a . h0�g7M GARNESS ENGINEERING GROUP, Ltd. >* CONSULTANTS 3GENERAL CONTRACTORS •••••••• •••••• •••••••••• 3101 L 111DDR RSD, WR 101 • MQ ow4r. M RNCf • R 007= -111741, • Mf (007)] =Sfl . R®IC w..pwrpMwy �y�. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ••••••••.• DON EVANS (907) 529-0855 2 OF 3 �0 y f Y G ness:• LEGAL DESCRIPTION: DRAWN BY:OO g• RSL STONEHILL SUBDIVISON; TRACT 8—A. R.A.L. TYPE OF WORK: DATE: QR 440 AS—BUILT DETAIL OF NEW SEPTIC SYSTEM 1/12/2005 ��000 N0024/01 2005 12:58 FAX 907 694 1122 SOUTH FORK CONSTRUCTION ■� ,ien. l• 2005 0:37PM Ga mse EnFine4rin8 GrooD, Ltd. ■N ■a ■ 0001 No -3405 P. ) GARNESS ENGINEERING GROUP, Ltd. m�ecw.ac rzc��au>a CONSULTANTS & GENERAL CONTRACTORS r mw FACSINI E TRANSMITTAL DATE: 1 ! s NUMBER OF PAGES: (INCLUDING COVER) TO: I FROM: . c `—Y(' )KJ REF: tr�, 1 1Z LiN:5- �fA74 P. COMMENTS: . �%lot,L"f L' ls� To I�v�cJ �J4-1f K Lt-Nc ZS cc A7F-:)2 I E-cA -' -C- :1I -,� A 3701 F. Tudor Road, Suitc 101 • Anchorage. AIC 99507 Ph: (907) 337-6179 6 Fax: (907) 33R•3246 • Web%ite: gamewngincerirg.u+m • 027/01 2005 09:28 FAX 907 89.1 1122 SOUTH FORK COVSTRCCTIOV ■o lan.!i. :UUP ":17PM Ga:ness En!ineerin! Group, Ltd. 0: SWC300 8 AS -BUILT DRAWING A'fTr S • � • � SHOP B .. • � F-77-6 —1 uEw +�zsD c SEPTIC TAN Iz001/001 No•3405 P. 2 PARCEL 0 NUMBER: 060-342-05 Pio✓ i?t,C K TM4a$ ,Z NLW DRAtNFljDBLt ALi[RN02 f� S�o,P W C:k r. . 'Psz 3 S ins � DW NOT INSPECT SEWER LINE \ (SEE ATTACHCD LETTER WITCH / STATES R WAS INSTALLED 25'+ rROM WELL PER EXCAVATOR.) GARNESS ENGINEER2NG GROUP, Ltd. =NSULrANT S GENERAL CONTTLGCTOFS.i.+.e•.�v.�++ v. L. ned mom, a.n .P• ..,o,n.,eG .. ruc. • ••P•C IMr7lSr�1T W l+e�-p.. • vP>RG ..�..�.•...+.«•...+ PwEPARED ESR: PMCN; NUI2DCR: PACE NUMBER: CON EV; (907) 529-0855 2 OF 3 LEGA; DE=w1wl10N: DRAWN BY: STONEHILL SUMMON; TRACT 8-A, R.A.L. TTPF, OF WORK: LUTE: AS -BUILT DETAIL OF NEW' SEPTIC SYSTEM 1/12/2C 2 208.D82 215.803 217.790 219533 E 2273752279, 274.91 1212282.08 275.16 uEw +�zsD c SEPTIC TAN Iz001/001 No•3405 P. 2 PARCEL 0 NUMBER: 060-342-05 Pio✓ i?t,C K TM4a$ ,Z NLW DRAtNFljDBLt ALi[RN02 f� S�o,P W C:k r. . 'Psz 3 S ins � DW NOT INSPECT SEWER LINE \ (SEE ATTACHCD LETTER WITCH / STATES R WAS INSTALLED 25'+ rROM WELL PER EXCAVATOR.) GARNESS ENGINEER2NG GROUP, Ltd. =NSULrANT S GENERAL CONTTLGCTOFS.i.+.e•.�v.�++ v. L. ned mom, a.n .P• ..,o,n.,eG .. ruc. • ••P•C IMr7lSr�1T W l+e�-p.. • vP>RG ..�..�.•...+.«•...+ PwEPARED ESR: PMCN; NUI2DCR: PACE NUMBER: CON EV; (907) 529-0855 2 OF 3 LEGA; DE=w1wl10N: DRAWN BY: STONEHILL SUMMON; TRACT 8-A, R.A.L. TTPF, OF WORK: LUTE: AS -BUILT DETAIL OF NEW' SEPTIC SYSTEM 1/12/2C 24/01 2005 12:58 FAZ 907 694 1122 SOUR FORK CON'STRUCTION • !arl'2l• 2005 ON74 Garness Enaineeri9s Group. Ltd. 0002 No -3405 P. 2 PE;twTNUM98 AS-BUH T DRAWING PARCEL ID NUMBER: SWO SN'030098 060-342-05 A N rT R STI 219.52 208.06 ST2 226.92 215.60 DBLI 228.81 217.79 DBLZ 2W.s0 x1i cot 238.0722MT1 2.38.75 72CO2 283.7127 Mit 28A.D81275.16 NEW 1250 C SEPTIC TAN DRA:N►IELD 1�] MTI 44TZRnA7E Sar 1 02 • Tj Z DID NOT INSPECT SEWER UNE (SEE ATTACHED L[T:TR WITCH STATES R WAS INSTALLED 25'+ PROM WELL PER EXCAVATOR.). GA ERNESS ENGINEERING GROIUP, Ltd. CONSULTANTS i GENEF?L CONTRACTORS .w��•��•� n� 4 ..AM ADrJ. YIC IDS r Ntl�JLf � �t MNv . wYt lNv)lllylr � Ha Q�I1FS]I�LV � R�DL �rY��•0.•n. P cpm LD rOR: PHONE NUMBER: PACS NUMSER, DAN EVANS (907) 529-0855 2 OF 3 L'SAL DESCRIPTION: DRAWN BY: STONEHILL SUBDIVISON; TRACT 8—A, R.A.L. TYPE. ;s WORK: -- .. DATE: AS—BUILT DETAIL OF NEW SEPTIC SYSTEM 1/12/20 (R•.. D1Ak.1 u y .•CD OCYS� AD.t'1 CE . • : 1 pro • MUNICIPALITY OF ANCHORAGE / —Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Sheet P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Apr 28, 2003 Expiration Date: Apr 27, 2004 Permit Number: SW030098 Parcel ID: 060-342-05 Legal Description:jStonehill Tract 8-A Design Engineer. 0041 AK Water & Wastewater Consultan- Site Address: NHN Owner Name: Dan Janke Lot Size: 572814 SQ. FT. Owner Address: PO Box 770567 Total Bedrooms: 4 Permit Bedrooms: 4 Eagle River, A 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All 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 construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: 4-0,22.03 w Date: 28/0.3 Municipality of Anchorage ' Development Services Department Building Safety Division — On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 060-342-05 Permit Number S (u03oo98 Property owner(s) DAN JANKE Day phone 694-4351 Mailing address (1) P.O. 80Y 770567 + EAGLE RIVER, AK Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) TRACT 8—A- STONEHILL Si RDIVISION Legal description (Section, Township & Range) N/A Lot Size 2; 7 a'6i y Acres/Sq.FL THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. -(Signetur"f-property-owner or authorized-egent) - Permit Fees: � 55D Date of Payment: 4 °23 '03 Receipt Number. 3-i295 G1*. Waiver Fees - Date of Payment: Receipt Number. ALASKA WATER FS, WASTEWATER CONSULTANTS, INC. April 18,2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Tract 8-A; Stonehill Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. The proposed septic system will consist of a 1250 gallon septic tank and a 5 -wide type drainfield. Six test holes were dug on the property. The septic system will be designed around the 30 foot radius of test hole #3. The well is to be drilled as it is shown on the site plan and design drawing. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. The insitu sandy/silty soils will act as a sand filter. 2. TRENCH DESIGN: a. Percolation Rate: <I minutes/inch b. Proposed Application Rate: 1.2 gallons/day/1t2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 112 f. Total Depth: 9 feet (max.) g. Effective Depth: 4 feet It. Width: 5 feet i. Reduction Factor: 0.5 j. Minimum Length: 50 feet total length k. Effective absorption area = 500 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: The average topography in the area of the proposed drainfield are 15-20 percent slopes running approximately south/southwest to north/northeast. In short, there are no slope concerns. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246 0 Website: akwwc.com I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 4.5. NOTE. Attached is a site plan drawing, a design drawing, six soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: akwwc.com RAMERT S/D; LOT 3. RAMERT S/D; LOT 2. C1C#�2 RALIERT S/D; LOT 4. RAMERT S/D: LOT S. STONEHILL S/DI \ \ OT 1. STONEHILL . L..o. ',k._ LOT 7 I TEST HOLE LOCATIONS ARE APPROXIMATE STONEHIL3 S/D: LOTQ A�l STONEHILL S/M LOT 4, PG G� PROPOSED WELL CHUGACH STATE PARK 70SED SEPTIC SYSTEM DESIGN PAGE 2 OF 2) FAA DNAWN BY: T - •� ••.. •••••• .. •• ., (1`7a ••••• ........ ALASKA WATER & WASTEWATER CONSULTANTS,*� INC. AOM DF A A00 PMp $MTF 70•AWWw A4F AK 00604•PU F(OA71}p-6170*FAX IW)SM-7744 SCALE:Z 1" = 200• PREPARED FOR PHONE NUMBER: PAGE NUMBLR: DAN JANKE 694-4351 1 OF 2 y n. GD ness.' > C — 5 at, O e ado �4 �O P� lee s10n0`��O �Opp000l LEGAL DESCRIPTION: STONEHILL SUBDIVISION; TRACT B -A. TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION IROPOSED DRAINFIELO. EKCVATE A TRENCH - ALTERNATE SrtE THAT IS 9 FEET DEEP MAXIMUM BY S FEET WIDE BY SO FEET LONG. ADD 4 FEET OF .s+; CLEAN, WASHED SEWER DRAINROCK. INSTALL � SLOPE TRENCH PARALLEL TO SLOPE CONTOURS. �..�- = =-ate _ TMTJ :.., ;. LINE UNDER ROAD SHALL BE INSULATED WITH 4 INCHES OF �• >.j :l �:•> — BLUE BOARD INSULATION THAT ♦ IS 4 FEET WIDE AND BURIED - . . :e.`•et•„ .;-:: '..:'... AT A MINIMUM OF 9 FEET DEEP i TMH# �o. r SEPTIC TANK / a • , ••• x p•.• :':,..-� •., PROPOSED �� ;.'4-.�a:.F •: : �.e � BEDROOM 1 ->: "••'4:,.�;•..., HOUSE I RT pS T00 WEIUI 1 I \ / \ PROPOSED WELL / ALASKA WATER S WASTEWATER WALL, Z.T.G. CONSULTANTS, INC. = 50. ... 411 ° '.. .. . .. ..... .....° �...... ONI pcgp04 0040 Tf TO • 4NfwMpf.0 p% OOi04 • fNl1NC !00113 A.AOO -FAX lOOAJJnJ1w TG4 a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN JANKE (907) 694-4351 2 OF 2 O r Go ess. LEGAL DESCRIPTION: O e0E— .�dG STONEHILL SUBDIVISION; TRACT 8—A TYPE OF WORK:40ed Pro Fessfo�� PROPOSED WELL AND SEPTIC SYTEM LOCATION ��Op0000 ALASKA. W2 WASTEWATER IJUIL LV" - rLrtli VlJl�wi. LEGAL DESCRIPTION: STONE HILL SUBDIVISION; TRACT8-A, PERFFOIRMED FOR: DAN JANKE/DAN EVANS DATE: 2/5/2003 PTt (t e1) ITFCT HOLF #11 1 - ORGANICS 11 3 6- 71011 7- 10- 11 12- 13 B.O.H. 4156 14- 15- 6 17 pc .J 18 .E 19 GM/SM w/ COBBLES (LOOSE) DEPTH TO GROUNDWATER • . • 1• •- DRY 2/12/2003 1 — — IIII�IIIII — IIIIIJI 2 — �//�i 0' //i 11 NNW • 6' — IIIIIiIII 4 — 7 0. 6' �IIIIIIII —1 x'.68. • ZOO& 6 7 DEPTH TO GROUNDWATER DATE DRY 2/5/2003 DRY 2/12/2003 1 — — 6- — 14 10-200' TH)a DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/5/2003 1 — — 6- — 2 — 7 0' 6' 3 — — 6' — 4 — 7 0. 6' 5 — —1 6' — 6 7 0- 6. PERCOLATION RATE 1.17 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.9 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: THE INSITU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7,111161 • .. oa�pF � op ALASKA WATER & WASTEWATER CONSULTANT ........ .. ••• ••• •••••••Q SOIL LOG — PERCOLATION TEST 0... .f re A.. ...r •• ••ness.••••, •••• O 0 '•, LEGAL DESCRIPTION: STONE HILL SUBDMSION; LOT 8-A. Q� s -7953 'P PERFORMED FOR: DAH JANKE/DAN EVANS DATE:�S/2003 4�Q a ............ �cqg (E� °_== TEST HOLE 2 p4p�rcres:so^°a� teet OO000 0 ORGANICS SOIL CI ASSIFICATIONS --- ` GP ML 3 GM CL GC OL SW MH '. •'• : SP CH TESTHOIE TH#a 5 $M i ; OH �` LOCATIONS ARE SC APPROXIMATE 6 �THj1 DEPTH TO 7 GROUNDWATER DATE GM/SMDRY 2/5/2003 TN/i 8 w/ COBBLES TM+ (LOOSE) DRY 2/12/2003 9— to- 11- 12- 13- 14- 15— 101112131415 �..... A. B.0 16 Qi 17 18 p N9It 6W 19 f /fR�o.PRo C55`O�'y PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSITU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER PERFORMED BY AKWWC. INC. I. JEFFREY A. GARNESS. CERTIFY THAT THIS W)PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z413103 ��aaa�a�a t�r� vim® ALASIZA WATER & CONSULIAN 3TEWATER LEGAL DESCRIPTION: STONE HILL SUBOVISION; TRACT B—A, PERFORMED FOR: DAN JANKE/DAN EVANS DATE: 2/5/2003 DEP (tees ( ORGANICS ITEST HOLE 3 1 2 2 5 7 9�I�I f 11 W/GIVIISM � (LOOSE) 11 12 13 14 15 16 DEPTH TO DATE GROUNDWATER DRY 2/5/2003 DRY 2/12/2003 ATER LEVI NET DROP I LOC DATE READING CT MEK I (MINUTES) I W READING EL (LACHES) .HN011 �aad� milli 14-1 Baa ZE,r"B • DEPTH TO DATE GROUNDWATER DRY 2/5/2003 DRY 2/12/2003 ATER LEVI NET DROP I LOC DATE READING CT MEK I (MINUTES) I W READING EL (LACHES) ........... 7yox f' ��f0•P e�0�l� RCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 ��R0FE5� TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: THE INSTTU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3 103 �aad� Baa ........... 7yox f' ��f0•P e�0�l� RCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 ��R0FE5� TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: THE INSTTU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3 103 do4 ALASKA WATER SL WASTEWATER'4 _*p�0 -- CONSULTANTS. INC. ...... ... . .. .... SOIL LOG — PERCOLATION TEST .. . ........... et re A. ness LEGAL DESCRIPTION: STONE HILL SUBDVISION; TRACT 8—A. Q s —7953 DAN JANKE/DAN EVANS DATE: 2/5/2003 ap°' ...•' SAG PERFORMED FOR: p4�e�........... • • • • • •'' 6�Q� DEPTH ��DOOvo��o4 (feet) = ORGANICS TEST HOLE 4 SOI CLASSIFICATIONS 2 --- '� 3 -^ ML GP GM CL GC OL :AT ST HOLE �TMJe 4 ° ° ° " SW MH TIONS ARE °• .e• ` SP CH �HJ1ROXIMATE TL/s 5 SM �.; OH GM/SM SC + T-9. 6 w/ COBBLES TM#2 T (LOOSE) DEPTH TO DATE TH% GROUNDWATER 6 DRY 2/5/2003 DRY 2/12/2003 9 S1'ITE 200' PLAN 10 BEDROCK DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 o.0.11. TIME (MINUTES) READING (INCHES) 2/5/2003 1 - - 6° -_ 12 2 _ 1.5 0. 6 13 3 _ - 6- 14— 6 — 1.5 0° 6° 15 16 + f.. Ger ss u h 1� �• � 7g5gr�ro t% � rV Rf0 PROFESS�O�� 18 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: THE INSITU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS W 'S FIERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: Z (1.1 OJ LA IS ZA. WATIER & WASTEWATER -- CONSULTANTS, INC. ....aaw ... ....0.... SOIL LOG - PERCOLATION TESTA. 0... .. LEGAL DESCRIPTION: STONE HILL SUBDMSION; TRACT 8—A, Q4 a 'J•( (, 7953 es. DAN JANKE/DAN EVANS DATE: 2/5/2003 PERFORMED FOR: O�O� F°Qom 00°Od pro l es slot\ (f `� TEST HOLE#51�O0000� ORGANICS t - 2 3 a 5 6 7 6 GM/SM w/ COBBLES (LOOSE) 9 10 11 12 13 14 B.O.II ,s 16•' - Ch h 17 '�;., e t er G • a • • . saa®■e�� IIII11111 ��aaa�a�a Irlll!11 �aaa��a HMOs illllllll %//% X1111111 �.de • y�Y IDEPTH TO GROUNDWATERI DATE TEST HOLE LOCATIONS ARE STM!•" �TMl+ APPROXIMATE T"!5 TH/] n�l12 THl4 SITE PLAN 1'-200' gPROFE551 ' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. o klNl-Hta) 19 TEST RUN BETWEEN 3.0 FT. AND 3.5 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSRU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: saa®■e�� aaa�a�a �aaa��a gPROFE551 ' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. o klNl-Hta) 19 TEST RUN BETWEEN 3.0 FT. AND 3.5 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSRU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ob4OF °Opp ALASKA WATER & WASTEWATER o*'.. I .7;00 — CONSULTANTS, INC. ...:..... .. . .. .........D e" SOIL LOG — PERCOLATION TEST ......... Q J If y A. ss.: O LEGAL DESCRIPTION: EONS HILL SUBDIVISION; TRACT 8—A, Oa a E 7953 PERFORMED FOR: DAN JANKE/DAN EVANS DATE- 2/5/2003 �Qp�e •.. IVc4p� DEPTH _ _ pp�dP�ofession°4o (feet) s_—_ ORGANICS TEST HOLE 6 °4D0000�� 1 == Srnt cI ASSIFlCATIONS GP ML �- GM CL "t- GC OL 4 o SW MH TEST HOLE �TMje 5 •"112 "'" - 1. SP , CH TH#1 RE M TECOBBLE GM/SM SM . , OH ,�, T�/s 6(LOOSE) ES SC �? DEPTH TO TM 2 7 GROUNDWATER DATE 8 DRY 2/5/2003 n��♦ DRY 2/12/2003 9 SITE PLAN i "200' 10-1 11 DATE READING TIME (MINUTES) READING (INCHES) 2/5/2003 1 12 13 I A A 14 15 :c I�e!!!W 16 Tab ix L e E7953 /1 17 PROFES`+�0 18 s PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSITU SANDY/SILTY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: CLOCK NET TIME WATER LEVEL NET DROP - - 6 - 2 - 1.5 0" 6" 3 4 1.5 0" 5 - - 6" - 6 - 1.5 0" 6" Municipality of Anchorage -e �Development Services Department - 1�: Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 �. Anchorage, AK 9951M650 ■ www.munl.org/onsitlonsile (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL RUSH! FOR A SINGLE FAMILY DWELLING Parcel I.D. d(c0-3�I�-D� COSH# d$031Q Expiration Date: f' n2 3 - 1. GENERAL INFORMATION Complete legal description STONEHILL SUBDIVISION TRACT 8—A Location (site address) 7500 HILAND ROAD •EAGLE RIVER AK • 99577 Current Property owner(s) DON EVANS Day phone 529-0855 Mailing address 7500 HILAND ROAD • EAGLE RIVER AK • 99577 Day phone Lending agency Mailing address Real Estate Agent JACKIE THOMPSON W/ PRUDENTIAL VISTA Day phone 317-9046 Mailing address 16635 CENTERFIELD DR ' EAGLE RIVER AK . 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 ervices Department (DSD) Issues Certificates of On -Site Systems The Municipality of Anchorage Development S Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water r properties served by Class A or B wells or a public water system. samples.) Certificates are valid for one year fo The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. TYPE OF WASTEWATER DISPOSAL: 3. TYPE OF WATER SUPPLY: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank O Community Class Well ❑ Community site El Public Water System ❑ Public Sewerr ervices Department (DSD) Issues Certificates of On -Site Systems The Municipality of Anchorage Development S Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water r properties served by Class A or B wells or a public water system. samples.) Certificates are valid for one year fo The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As ce tied by my seat affixed hereto and as of the validation date shown below, I verify that my invest ation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, showhat the on-site water supply and/or wastewater disposal system is (are) safe, functional 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 of Anchorage riles and from my investigation and Inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with aft applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179f 7♦?j� Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily idonliriablo features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for —4— bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: i (Rev. I IN5) c,�QP _iY OF A;rC. • ON-SITE •'•��i; WATER AND ; m= WASTEWATER PROGRAM ' Original Certificate Date:_ 0 — 'P 9 " O S Municipality of Anchorage Development Services Department 4 . Building Safety Division 9 •, On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www.muni.org/onsite " (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: STONEHILL• TRACT 8—A Parcel ID: _ 0'3 A. WELL DATA ABOVE GRADE IN CONCRETE PIT. PIT IS POURED CONCRETE WITH DAYLIGHT DRAIN. CONSTRUCTED BY DAN JANKE W/ SOUTH FORK CONSTRUCTION. YES PRNATE If A, B, or C provide PWSID# N A Well Log'(Y/N) Well type YES Date completed 5 12 2003 Sanitary seal (YIN) YES Wires properly protected (YIN) Total depth 200 ft. Cased to 20 ft. Casing height (above ground) .18+ in. FROM WELL LOG AT INSPECTION Date of test 5/12/03 10/10/08 76 ft 55 ft. Static water level Well production 3 g.p.m. 6.42 g.p.m. WATER SAMPLE RESULTS: Coliform �_ colonies/100 ml. NitrateZ • R i mg.IL Other bacteria colonies/100 ml. 10 6 08 Collected by: GEG Ltd. Arsenic: t4O ug./L. Date of sample: B. SEPTIC/HOLDING TANK DATA 8/5/03 Date installed Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments 2 Cleanouts (YIN) YES_ Foundation cleanout (YIN) YES Depression over tank (YIN) NO . High water alarm (YIN) N_ �A 8/18/0JR'S PUMPING � Date of pumping — 8 Pumper C. ABSORPTION FIELD DATA eetow EwsnNc G_� e/s/03 Soil rating d. , /bd 1_2 System type TRENCH Date installed g (g'p'/ft'ot ' Length 50+ ft. Width 5 ft. Gravel below pipe 3.95 ft. Total depth 2:— ft. Eft. absorption area 500 ft' Monitoring tube YES Depression over field NO Date of adequacy test 10/10/08 Results (PasslFail) PASS For 4 bedrooms Fluid depth in absorption field before test 4_5 in. Water added 705 gal. New depth 8 In. Elapsed Time: 25 min. Final fluid depth 4_5 in. Absorption rate >= 800+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN &type) NONE KNOWN If yes, give date----:"— D. LIFT STATION Date installed "Pump on" level at in. E. SEPARATION DISTANCES Size in gallons "Pump oft" Manhole/Access water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer/septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 5'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION �Q 0 I certify that t have determined through field inspections and �� g review of Municipal records that the above systems are in ..•. conformance with MOA COSA guidelines in effect on this date. ... .... 0 ffr A. Garn ss,: Engineer's Printed Name JEFFREY A. GARNESS ; < < 0. /•. CE -79 "G Date Ori 3�oL' �� se' fo�l3�a ��Av fin_ a .•�� "�4p000 COSA Fee / 7 �/ Waiver Fee $ Date of Payment Date of Payment Receipt Number_ Receipt Number (Rev. 11/05) SGS ReLN 1085520001 Garness Engineering Group, Ltd. printed Date/Time 10/23/2008 9:36 8:50 Client Name Stone Itill S/D Tract SA Collected Dateffime 10/072008 10/072008 11:20Client Project NamdN Sample ID Stone I lilt SID Trac/ 8A Received DatefTime Technical Director Stephen C. Ede Alatri: Drinking Water Results PWSID 0 Sampic Remarks: Allowable PMP Analysis PQL Units Method Container ID Limits Date Date Init Parameter Results Metals�p�Ms C (<10) 10116108 1020!08 NRB ND 500 ug/L EP200.8 Arsenic Waters Department B (<I01 10/07/08 JDZ 3.87 0.100 mg/L SM20 4500NO3-F Total Nitmtc/Nitritc-N Microbiology Laboratory 10/07/08 DLC coVt00mL SM209222II A (<200) Colony Count 0 coUl00mL SM209222B A (<I) 10/07/08 DLC Total Coliform 0 coVloOmL SM209222B A (<I) 10/07/08 DLC Fecal Colifor m o