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SIEFKER #2 BLK B4 LT 2
Siefker #2 Block 4 Lot 2 #015-272-52 Municipality of Anchorage F / Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St P.O. Box 196650 Anchorage, AK 99519-6550 Page Of I www.ci.anchorage.ak.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: Q Z.y PID Number: _ . 0157-;)72 5a Nam. Wastewater S New Gl/' G WSystem: � El Upgrade AOCasi 3 ( a 62 / ABSORPTION FIELD Plwna O I J Numbw of 5,<V mIf p Twich O Sholb Trwes DOW O Moura Dotter LEGAL DESCRIPTION $al R. ©.Ct TOM DpMh IS ` IpaCe GPDn-1s FI. BI7:It La /'T $".O Vm -� %J� snip e Depth toppeI)Ohmft= ()h2 a1 ^ice JF1. GrawlU•prtDwain d"3091 FI To iphp R&vo sarsnn F m a]sed a'w.e inprW pass /,C)IS' FI. G"Lwp:n 71 FI. lom dines Dalanoe Delwew faros 2 Ft Well: KNew El Grow vaaM t F, Clasm � •Prnnal Ay�y}e��)'j) tV Vit Taal D�rJ^t�f A !^Z FL CasaC ro Q ZI(f FI Taal soi Fl Prpe Ma �ai� :8/� Dns Meie ea Dm`(f'. `IVIInC ajXZ / Dw•Dr d 6 Stau'Wner Law Z7/p Mnw - I FI � F ALc�C7Lc/ Y.wa Pump Set nQ���% 1'�3'p�(`T'FI. Ca" Heynl b Craxq 21 TANK GPM Ft SEPARATION DISTANCES septic ❑ Holding ❑ S.T.E P. ❑ Other. To From I Septic Tank Absorption Lift Field Station Holding Tank lublWiprivale Sewer Line O..,t o rV QU ropavly ''ZCS6 Gal WNI O( Malw,a, /-Y Iyj.D{fy,, 1F\L's Numoer d Cwronlmwas DJ1 swa-aWne, LIFT STATION 1C 1 I \Sao ai1w Fonsn,m 'Pumpori oe 'ot r 'Pump ar Nqh waw warm al. .:n n h, Gahm Drown .,.e * tr 1, 1, e�+ Parry Mahe b Elernwn MspediorN perlmroG Dy Remarks CJLD F.CL tcnn1tssro/0EA 4- BENCH MARK Locum a'b Dasaipum � 5 e A Il7LbAJ Pi;2- mUx� t coD� r p s. Wow nva'um e . FL O SdIS Englneeting Q Engineer's tamp Inspections performed by: Birchwood L . Rd Dates: 1" cnu9aw Alaska99567 Alt. Zna L •• Development Services Department Approval 4 Conditional Approval Date: see 4111. Shooft _+k 9�~••• e Reviewed and approved bY Date:7Z- Q r PERMIT No. SW070120 PACE 2 OF 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION. ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone (907) 343-7904 • www.ci.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT.2 BLOCK 4, SIEFKER.S/D #2 P.I.D. NO. 015-272-52 I 100' WELL RADIUS LOT 1 I I I 100' WELL RADIUS I CI � TBM A zI E-' W. I W w I NEW 1250 GALLON NEW w a I HDPE SEPTIC TANK 4 BEDROOM N w F -ti �, I FCO HOUSE _ _ 0 U a NEW TH �� ae�P TMT o S f2 e4- B �� o iG PLZ S\Z- % TH BL1 DB L2 C iMT1� MT2CO2 C IGS wI FS NEW TRENCHES IL 03 MT3 MT4C04 10' UTILITY EASEMENT 1' - 30' ENC AMP KLATT ROAD a44 I IN �2�NW ��NE�� SE .•••�_�_, w� SECTION 21; T12N; R3 �,�~,,,,„�,�i;o• PERMIT No. SW070120 PACE 3 OF 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT — BUILDING SAFETY DIVISION ON—SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone; (907) 343-7904 • www.ci.anchorage.ok.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2; BLOCK 4; SIEFKER S/D #2 P.I.D. NO. 015-272-52 I I I I. I I I 100' WELL RADIUS 1 LOT 1 I I 100' WEL RADIUS 1 m.n 1 TBM u NEW 1250 GALLON HDPE SEPTIC TANK u HEW 4 BEDROOM . ... C NORSE III j I NEW iN ? MT i t2 • d B Silt i ',F DOL DB`2 MTI Mit O 1 CO2 TS NEW TRENCHES �•� •. .. '. rW.� I M73 MTa --------------------------- 10' UTILITY EASEMENT' KLATT ROAD 4 +A°o. N p�0.l'4`�!t I I NY2; NWY4; NEY; SEY SECTION 21; T12N; R3W '°tis 1 I I I p I I I I • '� I I j I I I I �• •NN ♦ • NY N' ♦Il I I Ad• I I 1481 I 1 I I I I ♦ San�- PERMIT No. SW070120 PAGE 4 OF 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 Telephone (907) 343-7904 • www.ci.anchorage.ok.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT.2 BLOCK 4, SIEFKER.S/D #2 P.I.D. NO. 015-272-52 C01=98.1' CO3=97.7' CO2=98.7' C04=98.7' ORIGINAL GRADE=98.2' Jc2= 2" INSULATION FINAL GRADE C01=93.3' CO3=92.9' SR CO2=93.3' gR C04=92.9' MT1=83.5' MT3=83.4' A B MT2=83.4' FCO 19.5 33.0 MT4=83.2' ST1 7s0T5.5 ST2 55.0 24.5 . DBL1 58.5 23.5 DBL2 62.0 24.5 NO WATER FOUND TMT 53.0 28.5'- 77.7' H.O.H. C01 80.5 46.5 MT1 75.5 41.0 CO2 61.0 15.0 MT2 64.5 15.5 FS 75.5 30.5 C 0 3 95.5 54.5 ST1 ST2 qB4O MT3 92.5 51.0 C04 87.5 35.5 MT4 85.5 34.0 FINAL GRADE 2" INSULATION F' S�9 i 94.3 NEW 1250 94.1 4t GALLON HDPE SEPTIC TANK A. IMd. H& un.s . r� 332 �I I 33o -_ I Lor / /29.7' .3-9,28/ S.F. P I JEPTiC S R's (sol NYN�W ten. v\ W 77' A22 — — — ----T 49.33' 1 STRUCTURE �s 1 fl:. Q'26.67' N � 19t k. V 1 I S9.59'30"vv - KLATr ROAD Lot 2 , Block 4 Sic fker &u di vlsian No. 2 Anchorage Recording District, Alaska LOT SURVEY CERTIFICATION 1 eveby molts that I have eerveyed the property shown and daorhbed +ween, and that Me awwe.ente eltvoted m«wn We within She prop_ arty llw end b Gm overlap or enerObon an eeiaoenl property cad that no Imoro'An'" on ddlooent property *"tali or encre4011 OG IM pntnlNe In euatlan and Mqt have are so roadway*. utility Iba. or OtW elaible ""G*Ats On Gold VOWrtx aaaept w Indioated.hertoG, at m t., R. L Button ' Ni'•. LS -1192 $� j �•• JP e�al�AOrFSSiaNn��Pv�j FAufa of record ether than thoN Mown o0 co. the plat of record we Got Shown bereon *mea, etMrwlee hettIL UGEND Brass or Aluminum capped monument wavered oIron pipe and/or rebar recovered. 13 2 x 2 hub Stock recovered • , 5/84x 30" rebar set this purvey —+�— Fence Line (Approx.Location) I Scole / r- �rDate © 1 IJJi till i1 pre red IX9071279-6200 R. L. BUTTON Rppis/erGd Land Surveyor 1 LI Lot 2 , Block 4 Sic fker &u di vlsian No. 2 Anchorage Recording District, Alaska LOT SURVEY CERTIFICATION 1 eveby molts that I have eerveyed the property shown and daorhbed +ween, and that Me awwe.ente eltvoted m«wn We within She prop_ arty llw end b Gm overlap or enerObon an eeiaoenl property cad that no Imoro'An'" on ddlooent property *"tali or encre4011 OG IM pntnlNe In euatlan and Mqt have are so roadway*. utility Iba. or OtW elaible ""G*Ats On Gold VOWrtx aaaept w Indioated.hertoG, at m t., R. L Button ' Ni'•. LS -1192 $� j �•• JP e�al�AOrFSSiaNn��Pv�j FAufa of record ether than thoN Mown o0 co. the plat of record we Got Shown bereon *mea, etMrwlee hettIL UGEND Brass or Aluminum capped monument wavered oIron pipe and/or rebar recovered. 13 2 x 2 hub Stock recovered • , 5/84x 30" rebar set this purvey —+�— Fence Line (Approx.Location) I Scole / r- �rDate © 05-07Q0 pre red IX9071279-6200 R. L. BUTTON Rppis/erGd Land Surveyor 1 LI 519W &g6thAve. Axhwvp A/aiA•o99501 Municipality of Anchorage Development Services Department Building Safely Division y,r On -Site Water and Wastewater Program 1700 South Bragaw St. P.O. Box 196650 Anchorage. AK 995196650 www.munl.orgfonslln (907)043-7904 SoilsLog - Percolation Test Performed For: MOCK :�I—Cxxs Date Porro Legal IMsaiplon: lf7iyc; jLI'Xq, f F/!"Towship• Range. Section: Slope 1� t0- 1 t- 12- - 4)IuAP 9IC5 — (v n 15- . 01 * -- 16- 17- '16.17- DOo. 18-a.:0 _ 6►� 20- •> zl , n _50µ COMMENTS Site Plan Reading WAS GROUND WATER Nei Time Depth to Water ENCOUNTERED? EitJ SO IF YES. AT MAT DEPTH? Depth to Water All,, a L 0 v i] 13 oy; )v 10CA Monitoring? Dais. h 15- . 01 * -- 16- 17- '16.17- DOo. 18-a.:0 _ 6►� 20- •> zl , n _50µ COMMENTS Site Plan Reading Dale Gross Time Nei Time Depth to Water Not Drop IIry )v 10CA 5ra h RSF tS PU A , PERCOLATIONRATE G 1 Imhulewml PERC HOLE DIAMETER [ter• TESTRUNBETWEEN i,�, FT AND p r y FT PERFORMED BY: I ♦ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: C,m q6 0— ............. Municipality of Anchorage N NGINEER'S S5A Development Services Department: - Building Safety Division Yd On -Silo Water and Wastewater Program , •- 47-0 South Bragaw SL P.O. Box 196650 Anchorage, AK 9951M50 10 1 ROBERT C. CowAN• www.el anchorane.ak us �t�n; :� CE • 8801 (907)343-7904 ++t <`i'•'•••. ..^•'•C Soils Log - Percolation Test Performed For.fit Legal Description: Lor Z Depth Township, Range, Section: nam WAS GROUND WATER ENCOUNTERED? ,�b _ s IF YES, AT WHAT DEPTH? L Depth to Water After D Monitoring? E E Dale: 6' $'06 ., e ) rtKG rRRE DIAMETER "- TESTRUNBETWEEN FT AND j_Fir S & S ENGINEERING PERFORMED BY: _17034 Eagle River Loop Road No. 204 —L PERFORMED IN ACC(EkjQWPl9ed)'AI0Kka,l9ST.7AND MUNICIPAL GUIDELINES IN _CERTIFY THAT THIS TE§,T W,%S ON THIS DATE. DATE: d 3i C G �{� —CU•T7}M111C3 1- 2. 3 4- 0. 5- t •a 6- O. 7- ° — 6m B• 0 . 9 '- C - 10- 0-11-12-13•14- 11- 12- 13- 14-1 " 30 Fi 15- 16- '%if Df2r�Prixrj - 17- 16- o:o o. 91x4/ tiro 19- .••'. 4•: p �EfieocK ce- 20- 6QllU�'D LC Wk! ��)uD 21- f50(i . COMMENTS Township, Range, Section: nam WAS GROUND WATER ENCOUNTERED? ,�b _ s IF YES, AT WHAT DEPTH? L Depth to Water After D Monitoring? E E Dale: 6' $'06 ., e ) rtKG rRRE DIAMETER "- TESTRUNBETWEEN FT AND j_Fir S & S ENGINEERING PERFORMED BY: _17034 Eagle River Loop Road No. 204 —L PERFORMED IN ACC(EkjQWPl9ed)'AI0Kka,l9ST.7AND MUNICIPAL GUIDELINES IN _CERTIFY THAT THIS TE§,T W,%S ON THIS DATE. DATE: d 3i C G npr 10 06 04:44p Mark 6 Janet Jones 907-345-7269 p.2 ALPINE DRILLING & ENTERPRISES Permit Number: #SW060164 Date of Issue: 6-19-06 Parccl Identification Number: 015-272-62 Date Started: 6-28-06 Date Completed: 6-30-06 Is well located at approved permit location? ® Yes ❑ No Legal Description: Sieiker # 2 Blk B4 Lot 2 Property Owner Name & Address: Mark Jones 3421 Kay Court # A Anchorage, Alaska 99517 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: sleet slick -up 0 2 Wall Thickness: ,250 inches organics 8 silt 2 3 Diameter: 6 inches Depth: 218 feet silty gravel 3 31 Lincr Type: Diameter: inches Depth: feet gravelly silty sand 31 39 Casing stickup above ground: 2 feet gravelly silt 39 76 Static water level (from ground level): 136 feet grave! 76 10f Pumping level: 210 feet after silty gravel 101 135 2 hours pumping 20+ gpm gravelly clay 135 140 Recovery Rate: 20+ gpm silty sandy gravel wet 140 147 Method of Testing: airlift Well Intake Opening Type: gravelly silt 147 185 silty sandy gravel H2O 185 190 ® Open End ❑ Open Hole gravelly silt 190 214 ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet silly water sand & gravel 214 228 Grout Type: bentonite Yrnnules Volume: 1 Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 City 99511 Zip Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. ALPINE DRILLING & ENTERPRISES Permit Number: #SW060164 Date of Issue: 6-19-06 Parcel Identification Number: 015-272-62 Date Started: 6-28-06 Date Completed: 6-30-06 Is well located at approved permit location? ® Yes ❑ No Legal Description: Sietker # 2 Blk B4 Lot 2 Property Owner Name & Address: Mark Jones 3421 Kay Court # A Anrhorace. Alaska 99517 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: Steel stick-up organics & silt silty gravel gravelly silty sand 0 2 3 31 2 3 31 39 Wall Thickness: 250 inches Diameter: 6 inches Depth: 218 feet Liner Type: Diameter. inches Depth: feet Casing stickup above ground: 2 feet gravelly silt 39 76 Static water level (from ground level): 136 feet gravel 76 101 Pumping level: 210 feet after silty gravel 101 135 2 hours pumping 20+ gpm gravelly clay silty sandy gravel wet 135 140 140 147 Recovery Rate: 20+ gpm Method of Testing: airlift gravelly silt silly sandy gravel H2O gravelly silt 147 185 190 185 190 214 Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Startfeet Stopped feet ❑ Perforations Start feet Stopped feet silty watersand & gravel 214 218 Grout Type: bentonite granules Volume: I Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfectcd Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Broken weld at 160 feet may need to line or install 4 "steel at a later date. Well Driller: Alpine Drilling & Enterprises PO Box 110496 City 99511 Zip Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property nwner or the well driller ehnil nmvide a well log to the Develooment Services Department within 60 days of completion. OCT -6-2007 12:10A FROM: Devetap"M savior beparMad Sulklhq may DWI" On -gift Water A Wastewater Poorwi 4700 Le"m Strun P.O. 04X 126650 AKhoMs. AK 995194650 a m.115 l6n&WIS feeslse5"W 70:3437997 P.1/1 � Pump innstallation Log t4x-sy3-7997 Well Drfllle5 Permit Nambar, Pared 14volflndes Numbertbb =v. 52- cops D.eerlptlo■ stack 7A/Proper- t?wnerName i Address: Pump U tallsdes Debt Pump Intake Depth Below Top of Well Cul"i fit Pomp Maaafielarer'e Nen» �,oG�.� Pump Model: l j o-gx ijUs, Pomp Eta _ 3 L hp Mw AdaptsrYlwW Dtptht,_(, feet PtelessAdaptarMaetletanr'tName- Ggmble' 1746K Pillets Adapter Instatl.n U N keo N Wap DltlnfUW Upas CeeepladosT 6 Yes U No Method of Ma6dacdoatrr e I r -e - Comments: lump IsataSarName: �-'1�-�� �yQ e�, �-l� Compass t-1 nm„ t=QSk^.F LCA MalllesAddraer4�bf�5 ter�tl4[Q Atomtient The pnerID tnstslly ahsU provide a pump kuAatlaties loo to D8D wnhin 30 data efpuap {nralleeied 07/01/2008 10:21 9076941211 SNSENGINEERING RPr 11 08 12109p Mark 6 Janet Jones 907-345-7260 AAROW PUMP & WER SERVICE, LLC P.O. Box 110498 Anchorage. AK 99511 Office: (907) 346-9355 • Fax (907) 333-8976 Engle River: (907) 622.9335 CUSTOMER 4Inc tlo raG 1-f n @:Zr-1_ el-7� J L JOS SITE PAGE 03/03 P.2 C HMIZIE Na- 07840 J evocr DATE .ay -o7 WEILDEPTH VWLLI�LWLFeTED PUMP Derr" ERSON a OUANTITY DESCRIPTION PRICE AMOUNT" l OIMIMI� � UJ ON ro N e r 0 7F Orb, M, 11 O� !.J W Ca Ota 1� r r j a A,_ LABOR HOURS RATE AMOUNT TOTAL MATERIAL TOTAL LABOR RK ORDERED By DATE COMP. TOTAL LABOR PAY THIS AMOUNT 7 O Thank You SIGNATURE (I Hereby Acknowledge the Sadsiactory Completion o1 the Above Described Work and agree that it above work is not paid fof in 90 days I agree to allow Aarow Pump d Well Service. L.L.C. the right to remove ut+peld for equipment and charge for labor already performed 6 labor to remove unpaid for aqupment) TEAMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.3% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. MUNICIPALITY OF ANCHORAGE Development Services Department 1 .Z G On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 \ \� (907) 343-7904 �J( ON-SITE WASTEWATER DISPOSAL SYSTEM 1 WATER SUPPLY PERMIT Renewal Date Issued: Jun 25, 2007 Expiration Date: Jun 24, 2008 Permit Number: SW070120 Parcel ID: 015-272-52 Legal Description: SIEFKER #2 BLK B4 LT 2 Design Engineer: 0003 S & S ENGINEERING Site Address: 003825 JEROME ST Owner Name: MARK JONES Lot Size: 39311 SO. FT. Owner Address: 3421 KAY COURT #A Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99517 - 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 specked 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 catling (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. 5. The following special provisions. The existing well needs to be permanently decommisioned per AMC 15.55 prior to installing new septic absorbtion system. Need to submit documentation of decommisioned well. -Engineer needs to do an additional percolation test during construction of septic field. The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. /I I p,- PleSj5n) a %+A" Sf > G AIIEd ln/ ON �Pa 2 S t 7c+�-I . TREY. N DL q /: � FfcFry��Ty. ✓E 1 `F%: �P p,v cl 11' _fe,9Ttj AJG) A Ve.J 7f57tI�� N;t7 Sr r�70 r o%d/ _ 4g2__w_ V' ' Received By. Issued By: m Date: 6 /ZS /017 Date: b� o:T Municipality of Anchorage Development Services Department Building Safety Division / On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O/S' — 4111-7 !�_Z Property owner(s) kkoa- �Va "a j6ne5 Day phone Mailing Site ad( Code Legal description (Sub'd, Block & Lot) L -o I 011 B1 H sl e { i� Srt f 12 Legal description (Township, Section & Range) Lot Size 3q� 3 i) Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy �❑ Private Well 1� Water Storage ❑ Number of Bedrooms 7 THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal 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. (Signature of property owner or authorized agent) Permit/Rush Fees: &/!5- Waiver Fees: Date of Payment: , /� 510 7 Date of Payment: '7y Receipt Number: D q L( I tV Receipt Number: (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d 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 Date Issued: Jun 19, 2006 Expiration Date: Jun 19, 2007 Permit Number: SW060164 Parcel ID: 015-272-52 Legal Description: SIEFKER #2 BLK B4 LT 2 Design Engineer: 0003 S & S Engineering Site Address: 003825 JEROME ST Owner Name: MARK JONES Lot Size: 39311 SO. FT. Owner Address: 3421 KAY COURT #A Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99517 - 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. 5. The following special provisions. -The existing well needs to be permanently decommisioned per AMC 15.55 prior to installing new septic absorbtion system. Need to submit documentation of decommisioned well. -Engineer needs to do an additional percolation lest during construction of septic field. The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By: Issued Date: Date: i.v, 0 Municipality of Anchorage Development Services Department Building Safely Division ' On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEPTICIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 015-a'k9_5P. Propertyowner(s) Mark Uo✓ies Day phone v-230-0130 Mailing Site address Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size Sq, '6k 1 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field W Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Code 11517 0 Number of Bedrooms THIS APPLICATION IS AN: Initial K Upgrade ❑ Renewal ❑ 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. �� • rp 0S ENGINEERING 3 nom_ Q7034 Eagle Rarer Loop Road No. 204 7� R'enl. Di..v A1..4_. nnea (Signature of property owner or authorized agent) Permit/Rush Fees: # 9 6 O, i f �s • e Waiver Fees: Dale of Payment: % �r 3 / O C Receipt Number: O 1 6 o3 W (Rev. 11/05) IV I Dale of Payment: Receipt Number: June 12,2006 ROBERT C. COWAN, P.E. ROBERTA. SHAFER PE. CML ENGINEERS (907)694-2979 FAX(907)694-1211 WALTHALRNORITY MUNICIPALITY OF ANCHORAGE """OVALS Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER 6 WATER MAW EJ(TENSIONS REFERENCE: Lot 2, Block 4, Siefker Subdivision 42 SEWERLWATER It is requested that you issue a permit to install a new well and septic system to serve INSPECTION the proposed four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of ENGINEERWGSTUDIES the test hole is located on the attached site plan. At the time of excavation 5/31/06, ground ANDREPORTs water was not found. Ager monitoring, no groundwater was found. RN Aa o • 7-F v �,fc JO#A.ST 7-417 PJ 0APEf4,0 ro dG P[Rf4.4. 441 A -s Sftw.7- c7- rbt 10'a P4-A.v, We do not anticipate any adverse effects on neighboring wells, septic systems, reserve `"'ELL94KOT10N areas or drainage patterns by the installation of the proposed septic system. The S FLOW TEST construction of this system will not prevent any future development on any of the adjacent properties. SITEP1AMS If you require additional information, please contact us. Sincerely, ROAD DEWY, Ro��Co"wan P.E. P SOLTEST RCC/bjj Enclosure PERCOLATION TEST STRUCTURALS MECIWACAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 1 " = 40' DESIGN SITE—PLAN ■>---------- — - — - �--- -wcnoo N' ri OV l= NO �x.F o JEROME STREET `\, r"o ��osz In w 1 ZO-nt1 Z mi' - �aK 10' UTILITY EASEMENT —ni ----------i— ^-_ IDD• WEA ! or�I / A/ /i RADIUS '�' O NO A d f NZo I // !� f n \F0 (/j J o.m I // Z<`� I // 9/ i v A II w C) o /1 / ovoi / o '""' N oil '�.' t.. Icn VAR0 t D r•i0 t r WC) O.'ry l y A y0 t A wN N _ s$ �D = Om ym N to y o � I " rq n Q_ I I mo F I mmA A A 0 C17 I� —r—i l NO pmC o '� rcoo 0 rrl LA p 4 n mom 0 r 1--' 171 1-3 rri l 0 11 1-3 Kri I r O N 2 I N 0 I 020.0 T^ 020.0 '0�z ramO_ lV ti r ii �Siyrl � fa' -•� J rt �ljl+rs •1F ZFz KR Q �j 7- - y '-.ly�r�p0f s i.r tr r�.� •r nr� � _.�/ t� rs,.'!� 4f -.> ::r•ia N cT• r t-1'1:> >n0 N d •yo oo� Np\ldtlti ��3M � o :• ."� o I ' C, o 2� r " -- 60' DESIGN SITE -PLAN x 'SCAt �- STREET'. tz 10' UTILITY EASEMENT I I i n TM / 1 W N 00 = .oT0,> of a I A CZ NO L1 I G,'.,o' na' N I I a n a O x<� >� cVon pow 0 I r zo''m - O T 1 m m l V oqqf r �\ I s fe �✓ Ir / x JEROME STREET'. tz 10' UTILITY EASEMENT I // i / I m of a I A CZ � G,'.,o' N I cn fe �✓ Ir / x tz � I m of a I A CZ � N I cn O x<� "o cVon pow 0 D - O T 1 A m 0 l V oqqf I s ,00 ZO dr ~+ u>i I s�o N o; a KEN p "I z - ~I n ; m c N s O OVO Z 0 fe �✓ O �\ o rn x tz � I m CZ I N I cn O cVon D }�.� T A m 0 l V GAZA s oc� s�o N Zy1 KEN p xOa n ; m c N s OVO Z 0 I �\ o rn 01 Municipality of Anchorage Development Services Department Building Safety Division y�r On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 99519-6650 wwwcl. anchorage. ak.us (907) 343-79D4 0 .:;. ?�1•. ROBERT C. COWAN CE -8801 •''i ItlllaI '-; Soils Log - Percolation Test L_ Performed For: rIJ b"-r� Date. Performed: Legal Description: l.oT Z r B -1 '. SCI Fr6 b *'Z Township, Range, Section: Depth (Feet) 1 �5—CrXg0)IL7(45 2- — ML. 3- 4. -4 •0. 5- 6- 7- -6-7- o. V s- 1 17- 18- m 30 N WAS GROUND WATER ENCOUNTERED? b _� B IF YES. AT WHAT DEPTH? _ L 0 Depth to Water After P P Monitoring?// E Dale: 6�$-0-6 PERCOLATION RATE 44Z I -we~) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND _FT S d S ENGINEERIN%P PERFORMED BY: 17034 Eagle River Loop Road No. 404 _ CERTIFY THAT THIS TE TW. PERFORMED IN ACC •I'1T41e k&j1 1'Z7AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 411 Y76 ROBERTC. COWAN. P.E. ROBERTA. SHAFER, P.E. CMLENGINEERS (907)694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM PPRO ALs f M0"ry APPROVAL CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWERS WATER MAW E%TENS*NS REFERENCE: Lot 2, Block 4, Siefker Subdivision #2 June 12,2006 OMA&WANSPECTION�R GENERAL: 1. The scope of this project includes the installation of a new 1300 gallon HDPE septic tank and new septic trenches to serve the proposed four bedroom AW RESsrIAEs residence located on the referencedro e P P rtY• 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all ION &FFLLLOW TEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. SITE PlAN3 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. ROW DESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Development Services Department or ADEC if required, for system installations. Owners installing their own systems must also receive Wt TEST prior approval from the respective agency. PE1CUATM SEPTIC TANK INSTALLATION: TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. STRUCTURAL S MECIWMlL +"ECTIONS 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ONSITE WASTEWATER DISPCSALSISTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SULTE 204 -EAGLE RIVER, ALASKA 99577 Pago 2 Lot 2, Block 4, Sistkor Eubdivislon 02 June 12, 2006 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 fl. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 2, Block 4, alelker subdivision 02 June 12, 2006 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pine Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Paye 4 Lot 2, Block 4, Slefker Subdivision #2 June 12, 2000 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The fust inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre - construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Ahulicipality of Anchorage P.O. ma 1 MR) • .lnchun,gc, ,tlasla: 4X1519.66 (l • Tdcphonc (N)7) 343.")1 • rax (907) 34.3.80- N) 47(X) nm;aw Sirco • Anchomgc, Maska 5)(R)7 Mayor Mark Begich UIVIV.mmd.org Building Safety Division 10/7/2004 Mark & Janet Jones 16040 Luna Street Anchorage, AK 99516 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW030224 Legal Description: Siefker #2 Block 4 Lot 2 Dear Mr. & Mrs. Jones: An On -Site Water/Wastewater Permit, number SW030224 issued by this office for a single-family system, expired on June 26, 2004. The permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a waiver permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth Manager On -Site Nater and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW030224 Legal Description: [SIEFKER k BLK `B4 LT :-2,' Design Engineer: 0041 AK Water & Wastewater Consultaro Owner Name: Mark 6 Janet Jones Owner Address: 16040 Luna Street ANCHORAGE. AK 99516- Date Issued: Jun 27, 2003 Expiration Date: Jun 26, 2004 ParcelID: 015-272-52 Site Address: 003825 JEROME ST Lot Size: 39311 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field Q 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: phi ./=� O l• • • Issued By %��iJ / uJ / o Com[ Date: � —� %— () 3 Municipality of Anchorage Development Services Department i Building Safety Division On -Site Water & Wastewater Program 4700 South 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. hI -Z�_Z ``S Z Permit Number SV,0 30�2yf Property owner(s) MARK .LONE i... hC i- Day phone 345-7968 Mailing address (1) 16040 1 UNA STREET • ANCHORAGE, AK i" address (2) ZS E. u i, k C2 Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT I'll 0 K 13-4 I FK R SUBDMSION j92 Legal description (Section, Township & Range) N/A Lot Size 2221 , 'I Acres/Sq.Ft. 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 ❑ 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. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: Y�b Date of Payment: Receipt Number. _32 65x7 WaiverFees•� I5m. Date of Payment: �ao7 �i�3 Receipt Number._ 3'7557 Municipality of Anchorage \\ Development Services Department I Building Safcty Division w� On-Sitc Watcr and Wastewatcr Program 4700 Bragaw Strect P.O. Box 196650 Anchoragc, AK 99519-6650 www.ci.anchoragc.ak.us (907)343-7904 WR#: 030047 PID#:415-272-52 Date Received: 8!25103 Waiver Review Worksheet HAM Permit#: Legal Description: Sietker #2 Block 0-4 Lot 2 Engineer: Alaska Water & Wastewater Applicant: Mark & Janet Jones Waiver Requested:_2 Foot Lot Line from the North Lot Line to the Proposed Alternate ct. Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: t/ Waiver is not Granted: List Conditions or Reasons for above: Date: G - 2 6— O 3 By. t�/N tY lleviewer Rec#: 37557 Amount: $15 . Date Paid: 8125/2003 George 1. 11'aerr6, Mayor 6/25/2003 Jeffrey Gamess Anchorage MuniciY3alitY of Anc1101 Mge All -America city Bui1(Mig Safety M isiorl I I I 2002 Alaska Water & Wastewater 6901 Debarr Road Suite 2B Anchorage, AK 99504 Subject: Waiver Request for Siefker #2 Block B-4 Lot 2 Waiver Request #WR030047 Parcel ID #015-272-52 Dear Engineer: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 2 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. A4d_comtrGa1s./ If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Iroct Engineering Technician On -Site Water & Wastewater Program P.O. Box 196650 • Anchorage, Alaska 4)<)519-(X;50 • Telephone: (5x)7) 343-8301 • rite: (4X)7) 343-82(X) 47(X) South Ilragam• Street • Anchorage, Alaska W507 h t tp://a�t�r.M.nnchnrnl;c.nk.us ALASKA WATER & WASTEWATER CONSULTANTS, INC. June 19,2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Well and Septic System for Lot 2, Block B-4; Siefker Subdivision #2 To whom it may concern: The referenced property has an existing well and an undocumented septic system on it. A proposed 4 bedroom house is to be built on the property. The owner would like to use the existing well and completely abandon the undocumented septic system. Attached is information regarding the well. Two test holes were excavated on the property. New septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 2000 gallon S.T.E.P. tank (per owners request) and a pressurized deep trench type drainfield be installed. 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. It is our opinion that due to the overall appearance of the soils, an application rate of 0.6 gallons/day/f12 should be used. 2. PRESSURIZED TRENCH DESIGN: a. Percolation Rate: 15 & 30 minuteslinch b. Proposed Application Rate: 0.6 gallons/day/fe c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1000fZ f. Total Depth: 10 feet (max.) g. Effective Depth: 7 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 75 feet total length k. Effective absorption area = 1050 R Note: The distribution lines are to be 1.25 inch Sch. 40 PVC with''/. inch holes spaced 29 inches on center (15 holes per lateral / 30 holes total). 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338.3246 • Website: akwwc.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The average topography in the area of the proposed drainfield is fairly flat. In short, there are no slope concerns. 5. LOT LINE WAIVER REQUEST: We request a 2 foot lot line waiver from the north lot line to the proposed alternate site. We are unaware of any adverse effects on the neighboring property with the granting of this waiver. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If y have any questions, please contact us at 337-6179. Thank you for your assistance. 11 .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, two soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: akwwc.com i I 6/19/2003�F I I I SUBDIVISION. I iSIEFKER LOT A -6A LEGAL DESCRIPTION: SIEFKER SUBDIVISION #2; LOT 2, BLOCK B-4, I I I I � I 1 I � - - - - - - - - - - I I I I I1 ' � I I W WI I I O 11 I\ LLJI I ` ♦ I SIEFKER SUBDIVISION; LOT A -SC I/ II I ----------�1 I N 1/2. N 1/2. NE 1/4, NW 1/4, SE 1/4. SECTION 21. T12N. R3W. S 1/2. N 1/2. NE 1/4. NW 1/4. SE 1/4. SECTION 21. 712N. R3W. C;&nC AREA SIEFKER SUBDIVISION; LOT 1, BLOCK 4. «1VH0 HSE TPRO SIEFKER SUBDMSION: LOT 8-3. BLOCK 4. SYSTEM 1OF 2) ALTERNATE SITE SIEFKER SUBDIVISION; LOT 3, BLOCK 4, -----, ---- ----------------- --- NG LL E. KLATT ROAD i APPROXIMATE LOCATION OF UNDOCUMENTED SEPTIC SYSTEM N 1/2. NW 1/4, HE 1/4, SE 1/4, SECTION 21, T12N, R3W. NO ENCROACHMENT CONCERNS ALASKA AWrER & `VASTEWATERs ---------- CONSULTANT9JNC. 6001 OFRARR ROAD. SUITE M • ANCHORAGF, AK 90SO4 • F NF (001U31-0170 • FAX (907)33RJT66 6/19/2003�F 's r'. ��)41i � 441 of A Car ess.: 4y1,I G •.. -7 yVy �a`Sdp�ofeeeTono. 43; ,�� s;I;;-- DRAWN BY: J.L.M. — 1� — 100, PREPARED FOR PHONE NUMBER: MARK JONES 345-7268 PAGE NUMBER: 1 OF 2 LEGAL DESCRIPTION: SIEFKER SUBDIVISION #2; LOT 2, BLOCK B-4, TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM PROPOSED DRAJNFIELD. D(CAVATE A TRENCH THAT IIS 10 FEET DEEP BY 2.5 FEET WIDE BY 75 FEET LONG. ADD 7 FEET OF CLEAN. WASHED SEWER DRAINROCK. THE DISTRIBUTION LINES ARE TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH DIAMETER HOLES SPACED 29 INCHES ON CENTER (15 HOLES PER LATERAL,/30 H-- z Us loo ALTERNATE SITE--�\ PROPOSED �000 CALLON S.T.E.r. TANK--\ N INSTALL FOUNDATION r CLEA70UTS TH1,17 12 1— -4 1'* PROPOSED 4 BEDROOM HOUSE EXISTNG KEN DUFFUS. P.E. WELL TEST ROLE /APPROXIMATE LOCATION IDO FEET WELL RADIUS OF UNDOCUMENTED SEPTIC SYSTEM TO BE COMPLETELY ABANDONED. — — — — — — — — — — — — — — — — — 10' UTILITY EASEMENT/ E. KLATT ROAD NOTE: THE CONTRACTOR SHALL HAVE THE NORTH AND EAST LOT UNES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CO STRUCIION. DATE* 6/19/2003 DRAWN BY: J.L.M. AILASIU WATE R & WASTE NNATE R CONSULTANTS. INC SCALE. 40' .... . ... ......... 3701 F TWOR POAD SUITF 101 ANCHMAGF, AK 99SOT ft�F (007)W�6179 - FAX (907)134-5?L6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MARK JONES 345-7268 2 OF 2 . . .. ... ...... ...... f eg rness.- -7953 k LEGAL DESCRIPTION: SIEFKER SUBDIVISION #2; LOT 2. BLOCK B-4. TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM ALASKA WATL'R R WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: LOT 2, BLOCK B-4; SIEFKER SUBDMSION /2 PERFORMED FOR: MARK JONES DATE: 6/4/2003 (ie1 1 ORGANICS ITEST HOLE #11 DEPTH TO GROUNDWATER DATE DRY SOIL CLASSIFICATIONS 6/12/2003 \ VXVVt4O ` HOSE 2 — 1 1 — 2 I SrtE °O°p°p0 6- GW ORG 6:26 aoap°°o ;. '•7P.•ty i> - .:;,-7 3 °Oo°o SW GP ML 5 °peo 0 °° p°p° r_. 6° GM CL ROPOSID °o ooa °° 30 SHOP 2- q ° - 6' GC OL °° °°• o 7:56 30 EXISi1N0 / SW MH WELL / E. KLATT ROAD SP CH 5GMSM 10-100, msc � � OH g DEPTH TO GROUNDWATER DATE DRY 6/4/2003 DRY 6/12/2003 \ VXVVt4O ` HOSE PROPOSED SYSTEM — 1 1 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) \ VXVVt4O ` HOSE PROPOSED SYSTEM — 1 1 — 2 I SrtE 0° 6- TH/2 %1 6:26 % ;. '•7P.•ty i> - \PROPOSED 4 BEDROOM 1 6:56 30 `HOUSE 2.5' 5 1 r_. 6° 1 ROPOSID 7:26 30 SHOP 2- 7 7:26 - 6' - 8 7:56 30 EXISi1N0 / 2- WELL / E. KLATT ROAD SITE PLAN 10-100, DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/5/2003 1 5:55 — 6' — 2 6:25 30 0° 6- 3 6:26 - 6• - 4 1 6:56 30 3.5' 2.5' 5 6:56 - 6° - 6 7:26 30 4- 2- 7 7:26 - 6' - 8 7:56 30 4- 2- 19� I PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) _fl—JI TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HIETSTUMAN COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS VIAS pERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: LJ &3 ALASKA `i'ATRR & WASTEWATER CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: —LOT 2, BLOCK 8-4; SIEFKER SUBDMSION /2 PERFORMED FOR: MARK JONES DATE; 6/4/2003 DE et TEST -HOLE - 2 1 ORGANICS 5 6 7 8 SM 9 10 11 12 13 14 1 1 15- 16- 17- 18--1 51617 18 DEPTH TO GROUNDWATER DATE DRY 6/4/2003 DRY 6/12/2003 1 1 ALT. - I SITE - 2 6:30 ...- 5' `4PR0P0SED ,f •�}Inril� NO EM iml 6:30 UBE Ys , - 1 ' ROPOSED 7:00 SHOP 1 5' 1' 5 7:00 - EXISTING / WELL / E. KLATT ROAD - S1'=ITE P LAN 7:30 30 100' DEPTH TO GROUNDWATER DATE DRY 6/4/2003 DRY 6/12/2003 1 1 ALT. - I SITE - °.i.. e ............ 1 A. ess: is -7953 r • POS DATE READING CLOCK TIME ,,V"r, PROPOSED WATER LEVEL READING HpUSE SEPTIC SYSTEM 6/5/2003 1 1 1 ALT. - I SITE - 2 6:30 ...- 5' `4PR0P0SED ,f •�}Inril� NO EM 3 6:30 - Ys , - 1 ' ROPOSED 7:00 SHOP 1 5' 1' 5 7:00 - EXISTING / WELL / E. KLATT ROAD - S1'=ITE P LAN 7:30 30 100' 1' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/5/2003 1 6:00 - 6' - 2 6:30 30 5' 1' 3 6:30 - 6' - 4 7:00 30 1 5' 1' 5 7:00 - 6' - 6 7:30 30 5' 1' 19� PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HIETSTUMAN COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S PIJRFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: W2 05/15/02 _WED 10:58 FAI1_907 762 5189 Jack White Estate 002 S1e���ska $IpC��% Lo�o2 Lxperimental form H[Ct CONS1RUCt108 1,06 GYiUS6i No. Dri(ling Co. tr__Yrl:� Driller Date well ComoletedE: % r — veil &`mer �✓_nA_�;�� S�rp�n Nearest Cor,sunity {.f��7ne-4oio�C _. T Location skttch �f R,•,tr+ertis Well location: (address i legal description Depth of well 184t it. Casing: depth /84/_ ft- 4160. _ /. te. Static water -level ft. 5+lmmor. below) land surface. Date Finish of well. ooen•end screen, perforated. open -Role, other) Oeseribt intervals and size: well yield tested by (pumping a� iling air) at .S' gallate. for �. haurs with �._ ft- of drawdown Tran static ltrel. Depth below land surface in feet (?toy to/jp.?. LE 'to -L& r to . to —to to —to so to to to to to to , to to to — to to — Give description of strata drillinC. and water content (size of material. color, hardness of