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Home My WebLink AboutSIEFKER #2 BLK B4 LT 3ef ker #2 Block 4 Lot 3 #015-272-51 Municipality of Anchorage e Development Services Department -_ Building Safety Division On -Site Water & 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 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070037 PID Number: 015-272-51 Name: SUE NOLAN Wastewater System: ■ New ❑ Upgrade Address: 14260 ROCKY ROAD *ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-1796 4 ■Deep Trench ❑Shallow Trench 0Bed ❑Mound ❑Other LEGAL DESCRIPTION sail Ral ng. 0.45 Toto/ Depth f12�ginal MAXrede GPD/Sq. Ft, Ft. Block: Lot: - Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 4 3 SIEFKER #2 3.76 & 4.27 Ft. 8.24 & 7.73 Ft. Township: Range: Section: FlII added above original grade: Gravel length: — — — SEE DWG. Ft. 2 ® 43=86 FL WELL: ■ New ❑ Upgrade Gravel width: 2.5 Numbero1 lines: 2 Distance between fines: 16+ Ft. Ft. Classification (private,A,B,C): PRIVATE Total Depth: 241 Cased To: 241 Total absorption area: 1373 Pipe material: D 3034/ F-810 n FL so. Fl. Driller. ALPINE DRILLING Date Drilled: 11/9/07 Static Water Level: 121 Installer: AMD CONSTRUCTION Me installed: 11/7-8/07 Ft d IPump Set At: Casing Height Above Ground: TANK 100 CPM Ft. Ft. SEPARATION DISTANCES ■septic ❑Holding ❑S.T.E.P. ❑Other* To Septic Absorption Lift Holding Public/PrivateManufacturer. GREER TANK Capacity in gallons: 1250 From Tank Field Station Tank sewer Linea 1 Well 100'+ 100'+ — — 25'+ Material. STEEL Number of compartments: I 2 Surface Water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Size in gallene: Manufacturer. 'Pump on level at Pump off at: High water alarm at; Foundation ** ** — — — Pump Make el: Ebcirical Inepactione performed by: Curtain Drain NONE KNOWN Remarks: CONDITIONAL AS—BUILT. BENCH MARK Location and Description: FINAL AS—BUILT WILL BE REQUIRED AFTER HOME IS BUILT. TOP OF WELL CASING *NOT INSTALLED YET. **NO HOUSE PRESENT. Assumed Elevation: 98.22 Fl. Inspections performed by: GEG, Ltd. Dates: 1st 11/7/07 ENGINEER'S SEAL 2nd 11/7/07 oQo�o o opo OF P C�....... 9S�4o 3rd 11/8/07 Developmen Servi s Department Approval4 ................ ..........� Conditional approval: Date: ... ... ...... Ely A... ess.: O Q�4o4raZ`` * F 715031 �O copO Reviewed an approve Date: �� Review (Rev. 4/06) Pro QQO��OpO I AS -BUILT DRAWING SIEFKER VSION #2; BLOCK 4, - B ALTERNATE SITE J'j�/ (1`` rH#1" CO3 DBL1&2 ' 4 BEDROOM HOUSE I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3X1 E. MOOR ROPA SUITE 101 • M HOWE, M 98507 • PRONE (907)337-8179 • FM (907)3]9-3248 • MBSRE: wvgamwsen9ineeRn9•oom DRAINFIELDS 9� C T D \may PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SUE NOLAN 227-4010 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: SIEFKER #2; LOT 3, BLOCK 4 PNB TYPE OF WORK: DATE: ASBUILT DRAWING 8/21/12 (K.. U11m) GALLON TANK FCO A B ST1 109.48 134.28 ST2 109.24 125.88 DBL1 109.05 123.84 DBL2 109.19 122.94 FS 109.70 118.73 C01 100.67 118.49 MT1 98.21 117.83 CO2 59.47 128.37 MT2 62.21 126.64 CO3 100.99 99.70 MT3 92.28 100.19 C04 65.87 105.42 MT4 66.59 105.65 SIEFKER VSION #2; BLOCK 4, - B ALTERNATE SITE J'j�/ (1`` rH#1" CO3 DBL1&2 ' 4 BEDROOM HOUSE I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3X1 E. MOOR ROPA SUITE 101 • M HOWE, M 98507 • PRONE (907)337-8179 • FM (907)3]9-3248 • MBSRE: wvgamwsen9ineeRn9•oom DRAINFIELDS 9� C T D \may PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SUE NOLAN 227-4010 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: SIEFKER #2; LOT 3, BLOCK 4 PNB TYPE OF WORK: DATE: ASBUILT DRAWING 8/21/12 (K.. U11m) GALLON TANK FCO 5.98 39.28 Sf1 38.72 67.12 ST2 42.95 74.77 DBL1 44.34 76.73 DBL2 44.88 128.42 FS 47.32 81.34 001 54.54 85.29 MTI 56.96 87.01 CO2 90.72 109.32 MT2 88.53 107.99 CO3 69.64 103.85 MT3 76.75 108.56 C04 104.51 130.07 MT4 102.83 128. SIEFKER SUBDIVISION #2; LOT ,1; BLOCK 4, l \ N PERMIT NUMBER: PARCEL ID NUMBER: SW070037 AS -BUILT DRAWING 015_272_51 FINAL GRADE = 98.04-98.11 RST1 ST2 TOP OF TANK I I / AT OUTLET TOP OF TANK93.97 AT INLET 93.97 FINAL GRADE - 96.22-96.66 I FINAL GRADE ORIGINAL GRADE ORIGINAL GRADE 96.90-97.51 = 96.20 ILTER FABRIC = 97.30 FILTER 6' BOTTOM OF No i•i•i•i•i•i• : • •• • • • • • •: • •i �ii•i•e'i GARNESS ENGINEERING GROUP, Ltd. '•- '• CONSULTANTS& GENERAL CONTRACTORS . .••••"' '• . • ••••• .......... =1 L TAM MA P 101 • M DOL44L MI (f01).11 In • rM (p�,W�itN • eR91L •w.pn,�wgMMy.—n PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ••••...... SUE NOLAN 345-1796 3 OF 3 OQn P '•Je y Go ness.: LEGAL DESCRIPTION: DRAWN BY: V g• 7 eG SIEFKER #2: BLOCK 4, LOT 3 PNB TWE OF WORK: DATE:40o44oO�QQO000 PROFILE DRAWING 9/2/08 NEW 1250 GALLON INVERT OF BUNG AT INLET = 93.49 I SEPTIC TANK I I INVERT OF BUNG I AT OUTLET = 93.20 FINAL GRADE - 96.22-96.66 I FINAL GRADE ORIGINAL GRADE ORIGINAL GRADE 96.90-97.51 = 96.20 ILTER FABRIC = 97.30 FILTER 6' BOTTOM OF No i•i•i•i•i•i• : • •• • • • • • •: • •i �ii•i•e'i GARNESS ENGINEERING GROUP, Ltd. '•- '• CONSULTANTS& GENERAL CONTRACTORS . .••••"' '• . • ••••• .......... =1 L TAM MA P 101 • M DOL44L MI (f01).11 In • rM (p�,W�itN • eR91L •w.pn,�wgMMy.—n PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ••••...... SUE NOLAN 345-1796 3 OF 3 OQn P '•Je y Go ness.: LEGAL DESCRIPTION: DRAWN BY: V g• 7 eG SIEFKER #2: BLOCK 4, LOT 3 PNB TWE OF WORK: DATE:40o44oO�QQO000 PROFILE DRAWING 9/2/08 ALPINE DRILLING & ENTERPRISES Permit Number. #SW070037 Date of Issue: 4-24-07 Parcel Identification Number: 015-272-51 Date Started: 11-8-07 Date Completed: 11-9-07 Is well located at approved permit location? ® Yes ❑ No Legal Description: Siefker #2 Lot 3 Block 4 Property Owner Name & Address: Sue Nolan 14260 Rocky Road Anchorage. Alaska 99516 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel stick-up 0 2 Wall Thickness:.025 inches gravelly silt 2 19 Diameter: 6 inches Depth: 241 feet silty gravel silty water sand & gravel clay gravelly silt 29 121 125 129 121 125 129 141 Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 121 feet Pumping level: 241 feet after cobbly silty gravel 141 218 2 hours pumping 100+ gpm gravelly silt wet 218 232 Recovery Rate: 100+ gpm water sand & gravel 232 241 Method of Testing: airlift Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Startfeet Stopped feet Grout Type: bentonite granules Volume: 2 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 DNling & Enterprises P.O. Box 110496 Anchorage, AK 99511-0496 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. Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road = P.O. Box 196650 Mark Be 9ich Anchorage, AK 99507 s ETY Mayor www.muni.org/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number; SW07CV3-7 Date of Issue: Parcel Identification Number:d/7,;2 -5 / Legal Description Property Owner Name & Address: Gz;`.2 cc/an Loi 3 ISle-i Pump Installation Date: 0.2 / Pump Intake Depth Below Top of Well Casing: .923feet Pump Manufacturer's Name: 9,1C1Aa 1q0_ Pump Model: fS' 5Q E /0 -9- 50 Pump Size /. S hp Pidess Adapter Burial Depth: 1Z"feet Pitless Adapter Manufacturer's Name: 0/W Pidess Adapter. Installer: UrK Well Disinfected Upon Completion?E�Yes ❑ No Method of Disinfection: Comments: CA/:':, ran.3 6,6 /1 Installer Name: Sr, an !,/. v/r Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation, SGS Ref.# 1122630001 ClieatName Aarowpump & Well Service proiece Namem 3901 E Klatt ClkntsamplelD 3901 EMatt Matrix Drh"g Water .Sio�'�ev :#2- 13-2/(3 .L 3 Sample Remarla;: Parameter Results LOQ Unify Meffim Metals by icp/ma Arsenic Waters Department T0731 NitrobwNitrite-N Miarobialagy Iaboratoxv E. Coli TOW Coliform ND 5.00 1.04 0.100 Negative I Neltative 1 Printed Datc/rsme 07/02/2012 16:56 Collected Date/1'ime 06/25/2012 5:30 Received Date/lime 06/28/2012 9:13 Technical Director Stephen C. Ede Allowable Pmp Analysis ug/L EP200.8 C (<10) 06MI12 07/02/12 NRB mg(L SM21450ONO3-F B (<10) I00mL SM2I9223D A 100mL SAM 9223B A 06/28/12 CMA 06/28/12 MEM 06/28/12 MEM MUNICIPALITY OF ANCHORAGE y3� Development Services Department 13� On -Site Water 6 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: Apr 24, 2007 Expiration Date: Apr 23, 2008 Permit Number: SWO70037 Parcel ID: 015-272-51 Legal Description: SIEFKER #2 BLOCK 4 IDT 3 Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: 3901 KLATT ROAD Owner Name: SUE NOLAN Lot Size: 49004 SO. FT. Owner Address: 14260 ROCKY ROAD Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: 0 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 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: Date: Issued By. Date: Municipality of Anchorage • -Y Development Services Department Building Safely Division ' On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 1)115-9;3191-51 Property owner(s) SUE NOLAN Day phone 277-4010 Mailing address 14260 ROCKY ROAD • ANCHORAGE. AK Site address 3go1 V�PtT-rT Q -n Zip Code 99516 Legal description (Sub'd, Block & Lot ) SIEFKER X12: LOT 3. BLOCK 4 Legal description (Township, Section & Range) N/A Lot Size Sq.Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms 4 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. Permit/Rush Fees:Y6 1/ %s Date of Payment: / ^ a O c) 7 Receipt Number: / (Rev. 11/05) Waiver Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. r,.... ___ __ _._____._ CONSULTANTS & GENERAL CONTRACTORS e„==_ - April 11, 2007 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Sielker #2; Lot 3, Block 4, To whom it may concern: The proposed four bedroom house will be served by a private well and septic system. We are proposing to install a new 1250 gallon septic tank and a deep trench type drainrield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of the test holes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached soil logs, which show 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 average topography around the drainfield is generally Oat. We are 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. Sincerely, An P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are 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 0 Website: www.gamessenginecring.com CSEPTIC I I SIEFKER SUBDIVISION #2; LOT 8-3. BLOCK 4, PROPOSED ALTERNATE SITE CSEPTIC PN I ARE�D e.....====.a —� SIEFKER SUBDIVISION #2; THf1 TH12 TP I \ LOT 1, BLOCK 4, off V N PROPOSED SEPTIC SYSTEM I SIEFKER THOUSE SUB 1. BON %2; LOT 1, BLOCK S, SIEFKER SUBDMSION #2;� 4. BLOCK 4. \ /LOT \------ /// �\ SIEFKER SUBDIVISION /2; AREAC \ LOT 2, BLOCK ---------------- t---- --------- .f----- E. KLATT ROAD PROPOSED I SEPTIC AREA I N 1/2, NW 1/4, NE 1/4, SE 1%4 N SECTION 21, T12N, R3W, \ ��---� // CSEPTIC ARF 1• . IOU' 4o�ppp�o �- d��•�F • •�gs;4p �, __ GARNESS ENGINEERING GROUP, Ltd. �•-•e•��•�.—r-�•� CONSULTANTS 6 GENERAL CONTRACTORS Q•••• •• ...... ............. 1TI, [ .IAon ALD. AIR ,TI, . AMUEI.ATIL .M E.x 007).vs_ " PREPARED FOR: PHONE NUMBER: PACE NUMBER: D •••• ••••• ••••• 0 SUE NOLAN 227-4010 1 OF 2 Gayness: OQf, LEGAL DESCRIPTION: DRAWN BY: SIEFKER SUBDIVISION #2, LOT 3, BLOCK 4, B.F.M. VOQ1ee'�.-11 ol TYPE OF WORK: DATE: VQOOOOQpp004o SITE PLAN 4/3/2007 (R.. 0IM5) NUMBER OF BEDROOMS:4 GALLONS PER DAY (GPO): 600 PERCOLATION RATE/S: 60 MIN./INCH PROPOSED APPLICATION RATE: 0.45 MINIMUM DRAINFIELD SO.Fr.: 1333 :L1 MAXIMUM DEPTH:12 FEET WIDTH: 2.5 FEET LENGTH:85 FEET M.OA APPROVED SAND FILTER: N/A EFFECTIVE:8 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 1360 TO OBTAIN A COPY OF THE LETTER CONTACT CEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND ALL SURROUNDING WELL RADII, THE NORTH, EAST, AND WEST LOT LINES, AND ALL EASEMENTS ARE TO BE FLAGGED BY A REGISTERED LAND SURVEYOR, PRIOR TO CONSTRUCTION. / C�� C �v ALTERNATE SITE CFv� TH#1 TH/2 coxmmmmmimmt Ei CO C `^PROPOSED DRNNFlELD PROPOSED 1250 GALLON \ SEPTIC TANK INSTALL FOUNDATION CLEANOUT PROPOSED 4 BEDROOM HOUSE I E. KLATT ROAD GARNLSS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTOR!+ 0 A, C TAM ICU. 1 101 • Amomli{, m N50) NCIf (YO)j,V)-A171 . MI L)0)}) " �0L1C �w.p F,aw� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SUE NOLAN 227-4010 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: SIEFKER #2: LOT 3, BLOCK 4 B.F.M. TYPE OF WORK: DATE.- PROPOSED ATE:PROPOSED DESIGN FOR SEPTIC SYSTEM 1 4/11/2007 IN". 01105) SIEFKER SUBDIVISION #2; LOT 4, BLOCK 4, O� I 1 / y SIEFKER 1 S SUBDIVISION 02; �I N LOT 2, BLOCK 4, \ / 1' - 50' C�� C �v ALTERNATE SITE CFv� TH#1 TH/2 coxmmmmmimmt Ei CO C `^PROPOSED DRNNFlELD PROPOSED 1250 GALLON \ SEPTIC TANK INSTALL FOUNDATION CLEANOUT PROPOSED 4 BEDROOM HOUSE I E. KLATT ROAD GARNLSS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTOR!+ 0 A, C TAM ICU. 1 101 • Amomli{, m N50) NCIf (YO)j,V)-A171 . MI L)0)}) " �0L1C �w.p F,aw� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: SUE NOLAN 227-4010 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: SIEFKER #2: LOT 3, BLOCK 4 B.F.M. TYPE OF WORK: DATE.- PROPOSED ATE:PROPOSED DESIGN FOR SEPTIC SYSTEM 1 4/11/2007 IN". 01105) SIEFKER SUBDIVISION #2; LOT 4, BLOCK 4, 1 / y �I N 1 1' - 50' 006000 \ oc�OF. C Opo r 4 *oi J f ey A. or ess? p°�, (CSE -7753 :p Off.°�• •iIL�1, 0;;L I GROUNDWATER DATE 0060 0�0 (MINUTES) DRY ilk. 4/5/2007 GARNESS ENGINEERING GROUP, Ltd. .••--•+�--•�+—� 6" CONSULTANTS 3 GENERAL CONTRACTORS ; 9 •, A O 101 • ANCHOFA"C M "W7 • NgNL 90 7-6119 • FA SO) —u�b • MEBSIIL ywnwwp'.rwp.awn • • • • • • • • • • • • • • • • • •�• 7701 L 11.0011 MWD. SUIS 30 5 1 2" SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: ,,,,,,, , , ,,, ,,,,, ,,,,,,,,,,0 SIEFKER SUBDIVISION 2: LOT 3, BLOCK 4 P ••. f y A. ess: D CE PERFORMED FOR: -7 0.•' SUE NOLAN DATE: 4/3/2007 4�e'• , DEPTH 4 �N��O�O (PACE 1 OF 2) �4°d/'.ef esslo^e� ��40000�� 30 5 1 2" 1 2" (feet) yy�� 3:35 — ORGANICS TEST HOLE 1 — 6 4:05 30 5 1 2" 1 2" SOIL CLASSIFICATIONS 2 I -o o> GW LCC. ORG n`+ THg1 TH$2 GM CL 4 _ _ GM TO SM GC OIL `\ A WITH POCKETSo6 60, a SW MH 5 OF ML •� ;•, ; SP CH SM ; OH �1 6 SC 1 7 I DEPTH TO 6 DRY 4/3/2007 i 1 i I — SCALE: 10 »________ ______________�_ ML & GM DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 12 13 14 15 16 B.O.H. 17 18 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES C3 NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE PERFORMED BY WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4: rr O GROUNDWATER DATE TIME (MINUTES) DRY 4/11/2007 4/5/2007 1 2:35 — TIME (MINUTES) READING (INCHES) 4/5/2007 1 2:35 — 6" — 2 3:05 30 5 1 2" 1 2" 3 3:05 — 6" — 4 3:35 30 5 1 2" 1 2" 5 3:35 — 6" — 6 4:05 30 5 1 2" 1 2" _oo600p pp GARNESS ENGINEERING GROUP, •�-s^•+---••4--•--•�• CONSULTANTS 3 GENERAL CONTRACTORS A {r 3701 L w1o, sort[ 101 • Ma"L we "W7 • na.0 W7 7- In • F• WEBS : W4. ...... .... ........ •. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SIEFKER SUBDMSION 2; LOT 3, BLOCK 4•.J ey A. ness:' PERFORMED FOR: SUE NOLAN DATE: 4 3 2007 CE' 7P53 `FOTO DEPTH (PACE 2 OF 2) p4ed IL P�\�oo (feet) ORGANICS TEST HOLE 1 �poof000��o SOIL CLASSIFICATIONS 2 I GW =__= ORGNn TH#1 TH#2 GP ML 6, GM TO SM GM CL _ _ 4 WITH POCKETS GC OL N OF ML °oo SW MH 5 SP CH SM OH 6 SC I I i 7 GROUNDWATER DATE 8 DRY 4/3/2007 DRY 4/11/2007 9 —�� SCPlE: 11 ML 6 GM DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 14 15 16 B.U.kI. 17 18 19PERCOLATION RATE 6 (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 C] NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1110,4 TIME (MINUTES) READING (INCHES) 4/5/2007 1 2:35 — 6' — 2 3:05 30 0" 6" 3 3:05 — 6" — 4 3:35 30 1" 5' 5 3:35 — 6" — 6 4:05 30 1" 5" _ooQooppp0 GARNESS ENGINEERING GROUP, Ltd. •---------•--- CONSULTANTS 3 GENERAL CONTRACTORS tr . »°i Lro Hao. curt ioi • MCHOw Lw cow •Hair: co> r-sirc •ria co -ups . v�rasrtu c.,,.... ..tic...,, ........ • . SOIL LOG - PERCOLATION TEST ....� LEGAL DESCRIPTION: SIEFKER SUBDIVISION 2; LOT 3, BLOCK 4 ••.J G messy Q PERFORMED FOR: SUE NOUN DATE: 4 3 2007 1p'� E— DEPTH �4 d \ c (feet) a»> ORGANICS TEST HOLE#21��r0000�oo<� 1 -- SOIL CLASSIFICATIONS 2 GW ORG TH/J1 THjj2 3 GP ML � POCKETS OF HIM GM CIL 4 ML a GM GC OL N °° 0000. SW MH 5 • : SP CH �\ SM i i OH \ g SC j I i 7 GROUNDWATER DATE j B DRY 4/3/2007 DRY 4/11/2007 9 _ scwLE: 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 SM a ML 14 15 16 17 18 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: n TIME (MINUTES) READING (INCHES) 4/5/2007 1 2:35 — 6" — 2 3:05 30 5 1 2" 1 2" 3 3:05 — 6" — 4 3:35 30 5 1 2" 1 2" 5 3:35 — 6" — 6 4:05 30 5 1 2" 1 2"