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Home My WebLink AboutKLASSEN LT 175BOnsite File Klassen Lot 175B #051-231-85 Formerly T15N R1W Sec 18 Lt 175 Municipality of Anchorage Development Services Department r'' _ �_ - f - Building Safety Division I On-Site Water 8 Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070256 PID Number: 051-231-14 Nome: JACK KLASSEN Wastewater System: ■ New O Upgrade AdPrO aBOX 770348 a EAGLE RIVER, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 350-2560 3 OD aep Trench OShollow Trench ■Bed OMound ❑Other LEGAL DESCRIPTION Soe Rating: 0.7 GPD/Sy FL Total Dplh hmn wNnal prod.: 0' AT TOP OF SAND FL Block: Lot: subdivision: Depth to plea Cottwn eom "" pads Gravd depth b.npih pips — 175 — SEE DWG. FL 0.71 FL Township: 15N Range: 1 W Section: 18 Fw eaa.d claw "Ind ero0s Grant Imeth: 45 SEE DWG. FL FL G' w .lam: Nwnlr.r or me.: Drtme. SM.. m..: 5 WELL: ■ New ❑ Upgrade 15 FL 3 Ft. aa.Nrcalkn prhat% A.B.0 : Told Dpm:Da.W 140 Twtpmpp�) 64 Told ebewplbn w.a: 675 Plpe .1.1d;PRIVATE 3034/ F-810/SCH 40 FL FL so. rt D Wr:Dat. SULLIVAN WATER WELLS DrNt4 10/1/07 stalk watw Lewl: 2 lnetaw.. SOUTHFORK Det. Yutm.a 4/25-28/08 FL „da: Pump 5•t Al: eQ Drone ""t Apo" Gun 2 TANK 2 GPM 103 FL FL SEPARATION DISTANCES aseptic OHoldinq ■S.T.E.P. 0Other" io Septic Absorption Lift Holding ublk/Privute tlmuf.tturw: ANCHORAGE TANK 1padty n edlmN 1250 ram Tank Field Station Tank Se.w Lines Well 100'+ too'+ 100'+ — 25'+ YatwN: STEEL Numbr of awnpwMmis 2 Surface water 100'+ 100'+ 100'+ - - LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Sit. in eo.ms 1250 Ymutocturw: ANCHORAGE TANK pump onMM el: 1 Mal at Pump .17 ,rot. ulwm .L Foundation 5'+ 10'+ 5'+ — — 41 41 45 pump Mae N Yad.l: o«Nkd np. tions p.rrwm.d by. Curtain Drain NONE KNOWN 20—OSI-05—HHF WALKER ELECTRIC Remarks: MOUND AND 3:1 SLOPES ARE TO BE BENCH MARK Location and D.ewiptkn: TOPSOILED AND SEEDED IN THE SPRING OF 2009 TOP OF MANHOLE LID A.w.nM a.ptkn: 101.46 Ft. ENGINEER'S SEAL Inspections performed by: GEG, Ltd. Dates: 1st 4/25/08 000 pp OS 2nd 4/28/08 o OF . �F ' .. 3rd 4/28/08 • DOv 9 f DO . 0 Development Services Department Approval0) : I 4 .. .�0 0 0 Conditional approval: Date: • • • ••••. •••••• J ff y arness. Q oo� ' , CE-7953 `F�p '(I)L4 Date:/ app°praresg;ana, Reviewed and approved by: 000��`�� (R.4/05) (2av11 E0 PERMrTNUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW0 - SW070256 051-231-14 A B STI 32.06 31.99 ST2 35.08 33.03 MH 36.02 33.47 MT1 72.09 45.56 MT2 48.94 65.34 MT3 81.87 58.66 MT4 61.54 76.60 4 INCH OF BLU' 4 FEE RICHNER ROAD NEW DRAINFIELD ALTERNATE SITE WILL %13 REQUIRE ADVANCE �1MTI TREAMENT SYSTEM 1 � NEW 1230 GALLON THp3 TH12 S.T.E.P. TANK i A NRH ERS ISTINC / J BEDROOM )ARD HOUSE D / 100' WELL RADIUS GARNL ? S ENGINEERING GROUP, Ltd. p' 4 o7o�cncoe now.fn[�m• AWML ——CONSULTANTS SGENERALCONTRACTORS+�---••••- Q•••• •••• •• •••••••• •••••• IOL M( e 7 • noK (M7 -el» • M(90y) "• pAIL w.p,wyrwya,.n O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: '• 1( A. 53•• JACK KLASSEN 350-2560 2 OF 3 Op . LEGAL DESCRIPTION: DRAWN BY: QOar�• CE—l95 t7 •0 T15N, R1W, SECTION 18, LOT 175 K.D.M. �0 a •.�Zi/'�o Pio/essto�oao TYPE OF WORK: DATE: QQOOO�QOQo AS—BUILT DRAWING 3/23/2009 Ra. 01N5) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - SW070256 051-231-14 FINAL GRADE - 99.76+ TOP OF MANHOLE ST1 ST2 MH=,C LID - 101.76 TOP OF TANK TOP OF TANK AT INLET - 97.06 �T OUTLET = 97.00 INVERT OF BUNG AT INLET - 96.44 MOUND AND 3:1 SLOPES ARE TO BE TOPSOILED AND SEEDED IN THE SPRING OF 2009 TOP OF SAND - 99.00 — NEW 1250 GALLON S.T.E.P. TANK FINAL GRADE INSULATION = 102.10-102.67 F FILTER FABRIC - vv.uu Al HIGHEST POINT J. -I INVERT OF PIPE - 99.71 (THE DISTRIBUTION LINES ARE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED EVERY !.! FEET (10 HOLES PER 5• WIDE I LATERAL/30 HOLES TOTAL) BOTTOM OF BED - 97.00 (AVG.) ELEVATION ON BOTTOM OF TEST HOLE - 88.00 (WATER AT 92.50) GARNESS ENGINEERING GROUP, Ltd. ... CONSULTANTS 8 GENERAL CONTRACTORS ••- L 100011 NM. WIC 101 . Mg10n�Of Nf NlOf • 11OL (W7)Wf In • rY CWYI W! • 1 X ,,,.rtw�yww„vn EPARED FOR: PHONE NUMBER: PAGE NUMBER: JACK KLASSEN 350-2560 3 OF 3 ;AL DESCRIPTION: DRAWN BY: T15N R1W SEC18 LOT 175 K.D.M. IE OF WORK: DATE: PROFILE ASBUILT DRAWING 3/19/2009 (R. 01/05) A. G rness; N f,y 23 08 08:13a i■ ■n ■■■ - _ T, Sullivan Water Wells Ctv-gorough: I SUDQvision: Chuglak 4.r -TT Sullivan Water Wells P O Box 670272 Chugiak 99567 (907)666-2759 Drigirfy. Lirt-3 1x112007 G—c42t4: LSLOCK I LOT F'rooc•Iv O.vrar Kama h Addrrss: Jake Wasson »s PO sox 77MM Eagle River, AK 99577 PA •GM12007 Morician Toti whip T7SN Range R1 W _ _ Section 18 •.:4 of _ 1:4 of --- 1:4 of --- i t4 .- BOREHOLE DATA- Nroro ground surfacol Depth Llririnn rt;,Inod: X Air romrv, n Cablo tool ' Othet k131tvta:. Type. Calor 6 womess From To Well use: 'I r'ubac supply X Domesi.c. - Oincr. ___ Casing Sbekup 0 2 �6iU role' 140 IL Casingsliekup:0 It Seeman Pyre: Slot -mesh si_-•: Casingt;/pe: Steel TNctness •250 Inches IL Stopped R 4 ' Overburden 2 Corel packed n Yes Casingdlvneix. 6 Incus Casirlgder4h II Liner trT-e:Steel Diameter. 6 i1r!•.-!* Depth: 64. It Note: .......................................................... .......... _. . .................... Satia'.•,ata•.frauk•pdWsin7:r 2 Mon lalnoo7 Gravel 3Silt 4 52 Sandstone 62 67 DepOti Iran IL to n Ses Canmenb 57 SS Furnring ltrol S )W.k . frl atter Itnur at 017411 RecOveryratY 2 gr-m.klelhcdc4Nsrntg: Sa 140 �ove:opm ent mechcd: Duration: His. S'i ell mare ctp�irv2 t1pe_: - Oren ifol j/Open tale . Other : r Scr-er»i: Start rt Storpe•1 It Seeman Pyre: Slot -mesh si_-•: FerluaF_d: Start: .. IL Stopped R Sian:. it Stoppdi 0 Corel packed n Yes X No Fren, n to it 1`41P", ... ............. ...... . ..... . _ ................. . �J*UI type: 6Ctltonne dry granu yiW,,,,,, Each DepOti Iran IL to n Furnp intake dccth: 0 ;': a v:dl dfsinf•s.•tE•d upon o:,mr4ell•ort7 7C Yes -1140 .... _,_.. __. Chlorine SO PPN Driitrxmments±dl5dakn rs:...__........_._........_.._..............._.-... Soh water bearing strata at 57.5a R Water was deemed unusable due to secilmont and was cased. Additional water contains sah but cleaned up~ pumping. Drll.-:s sf3nature: Cole Sullivan I Clot--, ? Alaska Val- Gtv, r 7uie` that a 00py of this unit log Ce It the yell V- Wltdn city lmits. tM C ny d Anclw�raDe rg1 itis hit a Iorcarrri-A h the Der�ttenl d Natural R•„ -••ounces vtlNn ac{•yc4 Mlis vr--1 b7 to loraarded to the city vilthin 6G days and or din ;AK setutrs 3105 0: t'8A5.O3s 41Fti.020. an0:htr copy of this b3 tx f raardod lei the ovrtrr U the ptorwrty. 4d.1x0??arvlAKrenulotM+ns 11 ANC 93.14Oi. e % anv;lirhativallT;I�Y:t1P SW070256daSS nF a rrc4abN .^itv 1p unit Nt4n11:4•r. Alaska [)r4R.q•AskmolFANng.Wn]and i.:a►.r'. Cata.dlssu=: j50177 ?'4 A;enut. Sufte 1020 057.271.14 � u%.e1-35u� Pv:el 1•ierttifk:3tF:•n t4unlrrl: p � j<Kjl tiY.�-I.arsa:rtd tax i�a'i2S'i. x•17 F:. 5:=11 k —)t -j 3t:�:•f.4�:•6-7 r-rtnit k.::ib: n^ Y•%5 (� :d N0 ARCTIC PUMP & WELL INC. Ej Jim Sullivan, CPI PO nus 770197 lama um mnidMIS, Eagle River, AK 99577 Wt atm (907) 688-2510 J• ``` (907) 258-2510 (907)745.2510 apa 4i u,ci.nc1 Pump Installation Log Well Drilling Permit Number: SW070256 Parcel Identification Number:051-231-14 Date of Issue: 9-19-07 Legal Property Owner Name & Address: Description:T I 5NR I WS I 8L 175 Jake Klassen Lot: PO BX 770348 ..,--,.. nmin Rninr AV 00177 Pump Installation Date: 8-27-08 Pump Intake Depth Below Top of Well Casing: 103 Feet Pump Manufacturer's Name: Dempster Pump Model:MBF2-50-S2 Pump Size: 1/2 hp Pitless Adapter Burial Depth:3 feet Pitless Adapter Manufacturer's Name:Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: 41/2" Liner Shale trap with grout @ 66' liner perforated 75'-135' Total liner 140.8' Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of l WALKER ELECTRIC CLINT WALKER 10319 Colville St. EAGLE RIVER AK. 99577 License M 1310 Phone 696.9964 Cel M 223.6304 Email ClinlAlan?aol.com To: Jake Klassen Date :2-24-09 Ref :Lot 175 Richner Permit: This is to certify that on site sewer lift station at above mentioned property has been wired in accordance with the standards of the National Electrical Code and manufactures specification. systems were checked and performed as specified in the systems manual. Clint Walker JII It, it ,.,_ i . t •,r .fir � �-� \ w • ti � . � - ... C, i a- --• Wr- (I AS -BUILT L 1 hereby certify that 1 have surveyed the following described pmperI F L, r: r i. -:— : `+p • Anchorage Recording precinct, Alaska. and that the improve- •• �• ments situated thereon are within the Froperty lines ar:d du not overlap or encroach on the property lying adjacent thereto, that -W no improvements on property lying adjacent thereto encroach the in 20; on premises question and that there are no roadways. transmission hofs Of other visible easement,; on said property ✓1�'." except as indicated hereon. '•; Dated at�Eagle River, Alaska :` `:.> .,.r. J. p this f IIIJVOf did r-GI� •JWI ROBERT C. JOHNSON '•G. :I - SCALE: SCALE: Registend Land Surveyor No. AS0.LS Eagle Rcr I i G Box 77-0456.v. Alaska 99577 Phone 907) SGS Retp 1090861001 Units Method Container ID Client Name Garness Engineering Group, Ltd. Printed Date/time 03/17/1009 15:03 Project Name/k Water Samples Collected Daterfime 03/06/2009 8:20 Client Sample ID T15N RI W Sec 18, L175 Received Date rime 03/06/2009 14:00 \lama Drinking Water Technical Director Stephen C. Ede PIN SID 0 Samplc Remarks: ND 0.100 mg/L SM204500NO3-F B Pammctcr Results PQL Units Method Container ID Allowable Limits Prep Analysis Date Date [nit Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 03/10/09 03/13/09 NRB Waters Department Total Nitratc/Nitrilc-N ND 0.100 mg/L SM204500NO3-F B (<10) 03/16/09 JDZ Microbiology Laboratory Colony Count 0 Total Coliform 0 Fecal Coliform 0 col/IOOmL S\12092220 coVIOOmL SM209222II coVIOOmL SM209222B A (<200) A (<I) A (<I) 03/06/09 DLC 03/06/09 DLC 03/06/09 DLC MUNICIPALITY OFANCHOR4GE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070256 Date Issued: Sep 19, 2007 Expiration Date: Sep 18, 2008 Parcel ID: 051-231-14 Legal Description: T15N R1 W SECTION 18 LOT 175 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 19326 RICHNER ROAD Owner Name: JACK KLASSEN Lot Size: 108900 SO. FT. Owner Address: PO BOX 770348 Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVE. AK 99577 - This permit is for the construction of: R 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 2:2� t Date: / 910 7 Issued By: /! \ I� Date: Municipality of Anchorage • 'tel Development Services Department Building Safety Division ° -- On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. nsl-A.s1- 14 Property owner(s) JACK KLASSEN Day phone 350-2560 Mailing address P.O. BOX 770348 * EAGLF RIVER. AK Site address V /�ZrhncrRwfi Zip Code 99577 Legal description (Sub'd, Block & Lot ) T15N. R1W. SECTION 18. LOT 175 Legal description (Township, Section & Range) _NIA Lot Size JD21 ! M Sq.FL Number of Bedrooms 3 THIS APPLICATION IS FOR (Z all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I 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. GARNESS ENGINEERING GROUP, Ltd. - ef allthOFized agent) Permit/Rush Fees: q(60 l (75 We ( l Date of Payment:7% 2 LO% Receipt Number. '1000 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 25, 2007 Municipality of Anchorage Development Service Department On -Site Water R. Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Nell and Septic System for T15N, RI W, Section 18, Lot 175 To whom it may concern: The proposed 3 bedroom house is to be served by a private well and septic system. We are proposing to install a 1250 gallon S.T.E.P. tank and a 15 x 40 bed drainfield. Three test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of test hole dl. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the topography within 50' of the septic system is flat. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have anyAuestions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. N07t: Attached is a site plan drawing, a design drawing, one soil log, which arc all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 • Wcbsite: www.gamcssengincering.com -\ 1 200' WELL I \\ RADIUS I 715. R1W. SECTION 18. LOT 1171 / I 1 �� / I I � � I , / I , T15. R/W. SECTION 18. LOT 172 �EPT)C MFD --�72 / RICHNER ROAD --��— LAP7aa'oxluTE LOCATION--------- /i/ HOUSE k SHOP kt ' / / /n \ \♦�'. PROPOSED OF ABANDONED TIS. RIWOTS' BON 18. T15. R1W. SECTION 18. LOT 177 6 V l�"PGP MINK PARK \ \ LOT 1 \ \ .1 \ +TH/2 TH/3 GARNESS NGINLRR ING GROUP, Ltd. / PROPOSED\ CONSULTANTS ONTRACTORSp 3 BEDROOMI PROPOSED 1DO' HOUSE 1 I PREPARED FOR: PHONE NUMBER: JAKE KLASSEN 350-2560 PACE NUMBER: 1 OF 3 •••••.... OQnnp .Jef MINK PARK LOT 1 (R". 01105) GARNESS NGINLRR ING GROUP, Ltd. CONSULTANTS ONTRACTORSp .............................. Al C TDM fOM. full[ 101 � YIDIDRMT. Ml l0l0) � 11IJ1[ -fIT � IN WN � 101512 � esn PREPARED FOR: PHONE NUMBER: JAKE KLASSEN 350-2560 PACE NUMBER: 1 OF 3 •••••.... OQnnp .Jef .... Garb ss. LEGAL DESCRIPTION: T15N. R1W, SECTION 18, LOT 175 DRAWN BY: K.D.M. 1/�ep�.•. —7 04'e / eL Vi.11.fDoeo�� TYPE OF WORK: DATE: 044d Pro Fesslol000 �40000�� PROPOSED SEPTIC SYSTEM DESIGN 7/25/2007 (R". 01105) y. I- // \\ 200,IN RADIUS T15, R1W. SECTION 18, I T15. R1W, SECTION 18, T15. R1W. SECTION 18, LOT 171 rppTT�� I LOT 172 LOT 173 I S/ER& / (: EPTIC (: E"C i � LAD I I / RICHNER ROAD --------------------- / TiS, SINGLE FAMILY HOME T15, R1W, SECTION 18, LOT 177 CPGPt� MINK PARK \ \ LOT 1 \ \ U I \ \ TH/2 TH/3 / PROPOSE\ PROPOSED 100' 3 BEDROOMI HOUSE o NERALING ONTRACTORS0 I :�' AI E ROd1110b. pIR 101 • NKNONLL Mf M • � • IM Jp-0}N • - MINK PARK LOT 1 lam" 09 GARNESS ENGINEGR GROUP, Ltd. p o NERALING ONTRACTORS0 ........ . :�' AI E ROd1110b. pIR 101 • NKNONLL Mf M • � • IM Jp-0}N • - PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .... JAKE KLASSEN 350-2560 1 OF 3 OO ••.Jef A. ness.- LEGAL DESCRIPTION: DRAWN BY: Q°p, '• J5 •' e�L �OQ�e' TI 5N'R1W, SECTION 18, LOT 175 K.D.M. •�-%la%�oo� 4Qed TYPE OF WORK: DATE: prp �DOOp000�� fOSS o' PROPOSED SEPTIC SYSTEM DESIGN 7/25/2007 NUMBER OF BEDROOMS:3 GALLONS PER DAY (CPD): 450 PERCOLATION RATE/S:5 MIN./INCH PROPOSED APPLICATION RATE. 0.7 MINIMUM DRAINFIELD SO.FT.: 643 DRAINFIELD DESIGN: MAXIMUM DEPTH:2 FEET WIDTH: 15 FEET LENGTH:45 FEET M.OA APPROVED SAND FILTER:2 EFFECTNE 0.5 FEET REDUCTION FACTOR:N/A ACTUAL SO.FT.: 675 RICHNER ROAD NOTE: THE CONTRACTOR SHALL HAVE THE NORTH @ WEST LOT LINES• AND PROPOSED WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. 100' WELL RADIUS LETTER THAT PERTAINS TO THIS DESIGN. SEPTICTO OBTAIN A COPY OF THE LETTER AR ALTERNATE SITE WILL REQUIRE ADVANCE CONTACT CEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, �E�3 ..�>.4 WELL DRILLER, CONTRACTOR AND 15 X 40 DRAINFIEU) MOUND TO BE TO P PROPERTY OWNER ACRES THAT THEY PROPOSED 1250 HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND RICHNER ROAD NOTE: THE CONTRACTOR SHALL HAVE THE NORTH @ WEST LOT LINES• AND PROPOSED WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. IPROPOSED 100' WELL RADIUS ALTERNATE SITE WILL REQUIRE ADVANCE PROPOSED ..�>.4 TREA"INT SYSTEM 15 X 40 DRAINFIEU) MOUND TO BE TO P PROPOSED 1250 SOILED AND SEEDED GALLON S.T.E.P. TANK :. THE DISTRIBUf10N LINES ARE TO BE • .: \ TFij2 0,�� 1.25 INCH PVC WITH 1/4 INCH HODS •i:�1) ` 3 SPACEDER �.: \ IATERAI./30 HOLES TOTAL IPROPOSED 100' WELL RADIUS \ PROPOSED 3 BEDROOM / HOUSE INSTATE \ FOUNDATON CLEANOUT IPROPOSED 100' WELL RADIUS GARNLSS ENGINEERING GROUP, Ltd. .,- _.._...._ . -- JAI L T.OM MAD. MI[ 101 . MCHOwL M N 7 . A,OII (007)1.1 fn . ra (00410 -.MM . SIL' ..pwry�pr„ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JACK KLASSEN 350-2560 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: T15N, RIW, SECTION 18, LOT 175 K.D.M. TYPE OF WORK: DATE: PROPOSED SEPTIC SYSTEM DESIGN 1 7/25/20 rI 0 ��AONffORINC TUBE MONITORING TUBE --------o I I I I I FROM SEPTIC I THE DISTRIBUTION LINES ARE TO BE 1.25 INCH I TANK I PVC WITH 1/4 INCH HOLES SPACED EVERY 4.4 FEEL (10 HOLES PER LATERAL/30 HOLES TOTAL) I I � I I I I 0 MONITORING TUBE MONITORING TUBE ------Q L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 45 FEET LONG NOTE: MOUND MUST BE TOPSOILED AND SEEDED. GRADE SAND _fII-'r.YC:�?� 1•� 2' DE MA%. q.r vNr�"4r•;#1QpAp 2,' .TER,�..11��.�. Al 5' WIDE c oT GARNESS ENGINEERING GROUP, I.td. *'?: - - - • - CONSULTANTS d GENERAL CONTRACTORS---.--- ..:.,.,: �•....... Ml L T.CC11 IIS. 1111[ 101 • MIDIOMf; M( M 7 . M01[ (907) -11T . rm (101}W aSN . Kom, �.apw..nywYyaa. 0 PREPARED FOR: PHONE NUMBER: PACE NUMBER: JACK KLASSEN 350-2560 3 OF 3 p '•. .LEGAL DESCRIPTION: DRAWN BY: OQOO• T15N, R1W. SECTION 18. LOT 175 K.D.M. �4 few TYPE OF WORK: DATE: 40\ PROFILE DRAWING 7/25/2007 GRADE vv ,* r A. '••• ess. ••• 795 :I Lji'��C�' 9�Fo4 DEPTH TO GROUNDWATER GATE SEEPS 8.5 oo�ppp 6.5' 5/23/2007 5/16/2007 1 4:00 — 6" — GARNESS ENGINEERING GROUP, Ltd. 4:30 30 0" CONSULTANTS 701 ➢N011 RWA UnE 101• MCHORN &GENERAL CONTRACTORS-,----,"—,--- :- LK"MY .MWF:(W7)337i179-77Z-VW N•MFBLIL p,,,,wpiywNq. O •''...... ' '' ' •••••• •••••••••D — SOIL LOG - PERCOLATION TEST 5:00 LEGAL DESCRIPTION: T15N R1W SEC 18 NE4SW4SE4 .J f e Corn ss. PERFORMED FOR: JAKE KLASSEN DATE: � • .7f2s.O��o��0 DEP(ij _ ORGANICS/CPTEST HOLE 1 4��0000��a� 6 5:30 30 0" 6" t'�' . '4 - SOIL CLASSIFICATIONS — GP GAN ORG "= GP ML ,. GMCL 4 ;.� "= GC OL N •:• °° •°° o SW MH 5- �� `�• SP CH 000 OH '' sc SEE ATTACHED 6 01 SP TO SM �1* SITE PLAN 7 :;: .�. 8 •• 9 SCALE: 10 SM TO SC t• -too' 11— s.o.e. 12 13 14 15 16- 6171819 17- 18- 19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEC, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2=S o DEPTH TO GROUNDWATER GATE SEEPS 8.5 5/15/2007 6.5' 5/23/2007 5/16/2007 1 4:00 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/16/2007 1 4:00 — 6" — 2 4:30 30 0" 6" 3 4:30 — 6" — 4 5:00 30 0" 6" 5 5:00 — 6" — 6 5:30 30 0" 6" oo�ppp 0 MN GARNESS ENGINEERING GROUP, Ltd. 7OA, - - -- -- CONSULTANTS d GENERAL CONTRACTORS -.... 4 C O • • • • ..... •••• 7701 L 7ROAD. V. E 101 • AWLIgILY.E. NC pp501 • IIYJIIE: 90)) In • !NC 07 ]) -N MLML pr..wwgw-Yyw• :� • • • • • • 11CCR • • • • • • • •// SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T15N RtW SEC 18 NE4SW4SE4 *.J f y A. orness: PERFORMED FOR: JAKE KLASSEN DATE: 5 15 2007 �' E-795? ``QO volp DEPTH nana ORGANICS TEST HOLE 2 4�� roofoslov, SOIL CLASSIFICATIONS CP GW :zzzz. ORG 3 'Lrr Nr+? GP ML GM CL - �r''r}. q ;�•?� GC OL N t a: •7 ,.00 SW MH 5 • SP CH • 6 SM TO SC SC OH SEE ATTACHED SITE PLAN 7 DEPTH TO DATE 8 SEEPS 4.5 5/15/2007 9 1' - 100' 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 .A� q MtL� 14 ! c C� J J � rcher ernes W 15 %• NO. +�(`rE 7953: ��\o 16—RfC PR01*�<�Cjo 17 \J� ,6 19 PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: L GROUNDWATER 2.6 5/16/2007 2.6 5/23/2007 10 GARNESS ENGINEERING GROUP, Ltd. - . - CONSULTANTS 3 GENERAL CONTRACTORS-�«+.-.�--•�M SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PERFORMED FOR: JAKE KLASSEN DEPTH (feet) ORGANICS/GM TEST HOLE #31 DEPTH TO GROUNDWATER - SEEPS 4.5 5/15/2007 3.25 5/16/2007 I .- I — 2 III111111 1 0' 6' 3 7:16 — 6' — %% 7:17 1 HNN 6' • 7:17 — 6' 111111111 6 7:16 �yy� wow 0' 6' vM0.0 111111 4.68. • DEPTH TO GROUNDWATER DATE SEEPS 4.5 5/15/2007 3.25 5/16/2007 3.25 5/23/2007 6' — V SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/16/2007 1 7:15 — 6' — 2 7:16 1 0' 6' 3 7:16 — 6' — 4 7:17 1 0• 6' 5 7:17 — 6' — 6 7:16 1 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1 FT. AND 2 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i f 22A -;L Sep.19. 2001 4:26PM Garness Ensineerins Group, Ltd. No.0406 P. 2 'Epp TO .TIENTION OF: Regulatory Division POA -2007-1487-8 DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, ALASKA REGULATORY DIVISION P.O. BOX 6898 ELMENDORF AFB, ALASKA 99506-0898 Jody Maus Carness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Door Mr. Maus: SEP 1 7 2007 This letter renpond3 to your request for a Department of the Army (DA) jurisdictional determination for your proposed installation of a septic system. The project site is located on property owned by Jake Klassen within the SF, 11 of Section 18, T. 15 N., R. 1 W., Seward Meridian; 61..3871'N, 149.5201°W; Lot 175; near the intersection of South Birchwood Loop Road and Richner Road; in Chugiak, Alaska. It has been assigned number POA -2007-1487-8, Mink Creek, which should be referred to in all correspondence with us. Based on our review of the information you provided, we have determined that the proposed work area does not appear, to contain wafers of the United States (U.S.) under Corps jurisdiction. Therefore, a DA permit is not required. Please contact us if you decide to alter the method, scope, or location of your proposed activity. Section 404 of the Clean Water Act requires LhaL a UA permit be obtained for the placement or discharge of dredged and/or fill material into waters of the U.S., including jurisdictional wetlands (33 U.S.C. 1399). The Corps defines wetlands as those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. This approved jurisdictional determination is valid for a period of five (5) years from the date of this letter, unless new information supporting a rcvtnion is provided Lo us before the expiration date-.. Also, enclosed is a Notiticar.ion of AdminislraLive Appeals Options and Process and Request for Appeal form regarding this approved jurisdictional determination (see section labeled "Approved Jurisdictional. DererminaLion"). Nothing in this latter eXCus@3 you from compliance with other Federal, SLaLe, or local statutes, ordinances, or regulations. You may contact me via email at cyan.h.winn@poaO2.usace.army.mil, by mail at the address above, by phone at (907) '/53-2712 if you have questions. For additional information about our Regulatory Program, visiL our web site at www.po,j.tisace.army.mil/reg. Sincerely, :R an Winn Project Manager Enclosures Sep.19. 2001 4:26PM Garness Engineering Group. Ltd. No -0406 P. 3 Applicant: Jake Klassen File Number. POA -2007-1487 Date: Se tember 2I, 2007 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of Permission) A PROFFERED PERMIT (Standard Permit or letter of Permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E THIS REQUEST FOR APPEAL FORM MUST BE RECEIVED BY: November20, 2007 SECTION 1- The following identifies your rights and. options regarding an administrative appeal of the above. dglsion. Additional information may be found at, :// ill' a functio cw/ceewohe• or Co rc lations at 33 CFR Part 331. A: INRIAL PROFFERED PFRMIT: You may accept orobjcel to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the District Engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permlt, Including Its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: if you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section It of this form and return the form to the District Engineer. Your objections must be received by the District Engineer within 60 days of the date of this notice, or you will forfeit yo6r right to appeal the permit In the future. Upon receipt of your letter, the District Engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or, (c) not modify the permit, having determined that the permit should be issued as previously written. After evaluating your objections, the District Engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the District Engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including Its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: if you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the Division Engineer. This form must be received by the Division Engineer within 60 days of the date of this notice. C: PERMIT DL•'N1AL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section Il of this form and sending the form to the Division Engineer. This form must be received by the Division Engineer withhi 60 days of the date of this notice. D: APPROVEL)JURISDICTIONAI. DF.TF.RMINATION (JD): You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the Division Engineer. This form must be received by the Division Engineer within 60 days of the date of this notice. E: PRF.LIMINARY JURISDICTIONAL DETF.RMTNATION: You do not need to respond to the Corps regarding the Preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. Sep.19. 2001 4:27PM Garness Ensineerins Group, Ltd. No•0406 P. 4 SECTION H -REQUEST FOR APPEAL of OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASON'S FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that Is already in the administrative record. In order for a Request For Appeal to b: accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR Part 331.5, and that it has been received by the Division Office within 60 days of the date of the Notice of Appeal Process. It is not necessary to submit a Request For Appeal form to the Division office if you do not object to the decision. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: ' If you have questions regarding this decision and/or the appeal If you only have questions retarding the appeal process you may process you may contact: also contact: Rvan Winn, Prolect Manager Commander Alaska District Corps of Engineers USAFD, Pacific Ocean Division CEPOA-RD-FJN/S ATTN: CF.POD-PDC/l.inda Hihara-Endo, P.E. P.O. Box 6898 Building 525 ElmendorfAF8, AK 99506-0898 Fort Shatter, HI 96858-5440 (907) 753-YOURDESKPIIONE (800) 478-2712 (toll free in AK) To submit this form, mail to the address above RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 -day notice orany site investigation, and will have the opportunity to participate in all site investigations. • Signature of appellant or agent Date: Felep7 bar Sep -14. 2007 10:55AM Garness Ensineerin6 Group. Ltd. Jody Maus From: Winn, Ryan H POA [Ryan.H.Winn@poa02.usace.army.mll] Sent: Friday, September 14,2007 10:50 AM To: Jody Maus Subject: RE: Richner Rd. Property Jody, No -0327 P. 2 Based on information available in our office, it appears that the proposed work area would not involve work in waters of the U.S., including wetlands, under our regulatory jurisdiction. Therefore, a Department of the Army permit from the Corps is not be required. A letter to this effect will be mailed out to you shortly. The number you provided was not that of Joe Goodall, but rather Debbie Wockenfuss. Ryan Winn Project Manager Corps of Engineers -----original Message ----- From: Jody Maus(mailto:Jodywgarnessengineering.com) Sent: Thursday, September 13, 2007 9:26 AM To: Winn, Ryan H POA Subject: RE: Richner Rd. Property This should work ---Original Message ----- From: Winn, Ryan H POA (mailto:Ryan. H.WinnOpoa02.usace.army. mill Sent: Wednesday, September 12, 2007 4:09 PM To: Jody Maus Subject: RE: Richner Rd. Property Can't open the subject attachment, please send in pdf or other windows supported form... -----Original Message ----- From: Jody Maus[mailto:Jodyegarnessengineering.com] Sent: Wednesday, September 12, 2007 2:54 PM Toe Winn, Ryan H POA Subject: RE: Richner Rd. Property Ryan, Attached is a taxi map of the property, a site plan, and a design of the septic system. Please take a look at this property and notify the MOA on-site department attention Joe •Goodall (343-7906) if there are no wetland conerns for our well and septic system design, could you please email at your earliest convienance. -- -Original Message ----- From: Winn, Ryan H POA Emailto: Ryan. H. Winn"a02.usace. army. mil) Sent: Wed 9/12/2007 12:29 PM To: Jody Maus Subject: Richner Rd. Property Vicinity map 1' Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: GARNESS ENGINEERING Legal description: T15N R1W SEC 18 LOT 175 ®Permit ❑C.O.S.A. ❑Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. -NEED TO SHOW WETLANDS ON SITE PLAN. 2. -NEED A CORP OF ENGINEER APPROVAL IF ANY WETLANDS MAYBE ADVERSELY EFFECTED. - Name of reviewer: JOE Date: August 1, 2007 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK