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HomeMy WebLinkAboutWALLNER LT 2Wollner Lot 2 #017-421-05 Municipality of Anchorage ..•__ ° , Development Services Department Building Safety Division=1 On -Site Water 8 Wastewater Program, 4700 South Bragaw St. d „ , , , 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. SWO60027 PID Number. 017-421-05 Name: DOBROVA ATLI Wastewater System: ■ New ❑ Upgrade Y Address: 3200 SPENARD ROAD a ANCHORAGE. AK 99503 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 333-8000 4 ■ Deep Trench O Shallow Trench a Bed 0 Mound 0Other LEGAL DESCRIPTION SW Ram° 0 7 Tata Do"Iara .�` ° 0 GM/Sq. n n T 01 k: Lot: Subdniaon: Depth Lo plpe baton Iran 014M01 grade: Gavel depth beneah pig: 2 WALLNER SEE DWG. n 5+ n Township: Range: Section: Fill added alae odgk Veer Ga.a wgtn: — — — SEE DWG. n 2 ® 45 n WELL: ■ New ❑ Upgrade Gavel elate: 2.5 Nwnber N •mer 2 Datace beoeea pore.: 12.5+ n p<, ckarlK lorwat., Ae,c : Tota D.wl. co..d To'(PEaeOCh Tad oe.apcen aea: p4a rrat~ D 3034/ F-810 PRIVATE 400 �, 64 n 900+ 50. n Dr . SULLIVAN WATER WELLS Date Draw:stoke 7/20/2006 Mora LaN: 35 Mora: GEG, Ltd. Dol. Mored. 3/17/2006 n rota: peep sN N: cc" N.IpM,Waa areae: TANK 2 cepa UNKNOWN n 2 n SEPARATION DISTANCES ■septic OHolding aS.T.E.P. 0Other To Septic Absorption Lift Holding bse/Pdvote Yp°aoH1°°r' ANCHORAGE TANK aopoNty ~ 90� 1250 From Tank Field Station Tank seen unee Well too'+ too'+ — STEEL Numb of comparl ane: 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — sa. M vos•rw « Foundation 5'+ 10'+ — — — en W.0 au vap al o1: Kgh eaa alarm a. Curtain Drain NONE KNOWN pwnp Yoke x: EWcbkel hep.elio w Woffned by: Remarks: BENCH MARK Leeawn and D.adpnon: BOTTOM OF TANK ® ST2 PIPE A..w.aa Ek..otw.: 95.09 n ENGINEER? BEAL oo�� 40 OF v� ��' • �s��p GEG, Inspections performed by: Ltd. Dates: 1st 3/15/2006 0'..... - ......°..� 2nd 3/16/2006 Q 33/17/20 �ness: Development Service Department Approval e CE -795 •• e`v �p �� •. Io z`)3Ct �v Reviewed and approved by: L/ Date: 2'ft-7-0(" W,4-0 o....... ate PERMIT NUMBER: ASPARCEL DRAWING PARCEL ID NUMBER: I SW060027 017-421-05 A 1 B FCO 38.3 9.1 STI 37.3 15.3 ST2 36.0 23.5 DBL1 35.9 26.5 DBL2 34.0 28.1 FS 51.9 61.7 C01 61.2 59.0 MTI 61.0 59.7 CO2 46.3 72.3 MT2 47.1 71.9 CO3 74.5 73.5 MT3 73.4 72.9 704 61.2 64.4 MT4 61.9 84.2 / / 1 I I I 100• WELL RADIUS o I I I n 1 ALTERNATE SITE II / TH12 ,II \\ NEW SEPTIC TANK ON u / C04 MT411 1 \\ A / BfDa�M II IIS\\ 1/ TH/1 i i I I MTC0I I DDBL `O BT ---- X00' WELL RADIUS CO3rt3 FC I I � NEW I \\ DRAINFIELDS I \ R1•DIUS LL T \ I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS • • • • Ml L TCM NQq f 101 • XCHOW4L. MI 00!01 . M101[ 1001))51-011• • FMl 001AV n- • 0 ' w..,ww-yYrYyew O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DOBROVA ATLI 333-8000 2 OF 3Oo*P f LEGAL DESCRIPTION: DRAWN 8Y: WALLNER S/D; LOT 2. BLOCK 1. B.F.M. �ODes�P TWE OF WORK: DATE:124 2 0D6 o04e AS -BUILT FOR NEW SEPTIC SYSTEM I 1Rsv. 01051 `......... P NUMBER: PARCEL ID NUMBER: SW AS—BUILT DRAWING I SW060027 017-421—OS TH/2 TOP OF TANK AT INLET - 99.95 INVERT OF BUNG AT INLET - 99.42 FINAL GRADE - 101.08-101.59 RELATIVE ELAVATION OF BOTTOM DF TESTHOLE - 84.1 (NO H20) . GRADE - 104.53-105.27 ST2 /TOP OF TANK AT OUTLET - 99.96 NEW 1250 GALLON SEPTIC TANK FINAL GRADE - 101.58-102.77 —ORIGINAL GRADE O HIGHEST POINT - 100.1 FABRIC INVERT OF PIPE 95.14 A OF 90.1 -INVERT OF BUNG AT OUTLET - 99.12 Al GRADE O POINT - 100.9 FILTER FABRIC INVERT OF PIPE 95.99 — BOTTOM OF TRENCH - 90.9 RELATIVE ELAVATION OF BOTTOM OF TESTHOLE - 84.9 (NO H20) V..... .. GARNESS ENGINEERING GROUP, Ltd. p*?:' H 9 CONSULTANTS& GENERAL CONTRACTORS ......•• .. ........• •••••• 3"1 L TP'M1 F0 , 101 (001).117-01" • Fm (001jUeJiM e091[:—.p�wwyrwrYywin PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •••••• •••••••• ••••••• DOBROVA ATLI 333-8000 3 OF 3 ;fie Gar e$3.1 LEGAL DESCRIPTION: DRAWN BY: oO0 P. E •• �F`o WALLNER S/D; LOT 2. BLOCK 1. B.F.M. ��Ole, •1o1.2.6�d Ao TYPE OF WORK: DATE: 400Q'profeeelot%ol PROFILE DRAWING OF NEW SEPTIC SYSTEM 10/24/2006 �40�000� (ROr.0U05) 06/18/2007 14:45 9072430742 A(PS, INC. PAGE 01/01 Development Services Department Building Safety Division On-site Water & Wastewater Program 4700 13rogaw Street "r.0.'6ox 195650 ` Mar*Begich Anchorage, AK 59519-6650 Mayor iw'• -giore/onsite . (907)343-7904 Pump Installation Log Well DrUUng Permit Number: SNV_ Date of Issue: �-B-O Parcel Identification Number: Leoal Description Property Owner Name & Address: Lid z alk I IVQ�1ryW �u%. t behreJ 0 y�5 Ll P P K L4(A a h Pump Installation Date: //. 03 - 0 Pump Intake Depth Below Top of Well n:1 eWellCasing�0 , feet Pump Manufacturer's1"1 Name: 0/ 14CA Pump Model: Cvc .I V R Pump Size (iAt hp Pitless Adapter Burial Depth:. f3 feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Wen Disinfected Upon Completion? C9 Yes ❑ No Method of Disinfection: -r 6)P/ Commeuts: Pump Installer Name: Anchorage Well & Pump Service, Inc. 330 E. 76th Avenue Anchorage, AK 99518 Phone: 907.243.0740 Fax: 907.243-0742 e-mail:.pumpmanjim@worldnet.att.net Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 10/24/2006 15:07 6882259 SUL.LIVAN Certitieb �Drilttng log b wcco, ""a SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 *TELEPHONE 688-2759 OWNER OF LAND: /7 T-41 09 D 9, 0 CJ%i ADDRESS: LEGAL DESCRIPTION: W44LA) 9,e QLD T 02 DATE:T`�ZQL PERMIT NUMBER: n 660 d2l Dato of Issue-.!-/ -A26 TAX IDENTIFICATION NUMBER: 0/"*- I - ')S. Is well located at approved permit location? Q-ht:s O No Method of Drilling: ItLairrotary ❑ cable tool Depth of well: 400 Casing Type -IC76TI Wall Thickness aches Ir Diameter b Inches, depth G feet UnerType: Akin Casing Stickup Above Ground: 'k feet Static Water Level: 3s— foot Recover Rate: - 92 g pm eA Method of Testing: YJrnP TrSi AF%� /�YDrof Well intake Opening Type: O open end O open hole O Screened; Start feet Stopped feet 0 Perforations Start felt_ Stopped Grout Type: Ar irs"r'T'e: �vofume — Depth: from O feet, to !10 feet Well Disinfected Upon Completion? ge<- O No Method of Disinfection: c01...re 0//i'21 feet Comments: PAGE 01/01 C*¢J iy b S Tic -4 J'0 sig—r;' 6c.r-►� L s�� ��/y At GACA -i ,( .Gil.1 GK &41 rR lops •� • Driller's Name• �l �✓�`—' ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. MUNICIPALITY OF ANCHORAGE ❑© Page 1 of 1 Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: Jeffi6orness Legal description: Wollner Block 1 Lot 2 The attached paperwork has been reviewed and is being returned for the following reasons: Original signature or stamp missing on Calculation error in design. _ Additional soils information needed. _ Water monitoring results inadequate. Discrepancy in information submitted. _ Topographic information missing or inadequate. Incomplete; missing Pump_Log /-1n()o,&�e wGtl lou m10 Incomplete; missing Additional adequacy test information needed. _ Water sample unacceptable. _ Measured/proposed distances/dimensions missing. Locations of all soils, percolation and water monitoring tests not shown. _ Proposed system too deep for soils information submitted. Well log required. _ Omission in narrative. _ Insufficient fill over tank or field._ Other. Name of reviewer: Poet Date: 1-8-07 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK hnp://gamess:10000/mailboxes/detach.cgi/file.html?idx=4&folder-0&user-jeff&:attach=2 1/8/2007 MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water & 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: SW060027 Date Issued: Mar 01, 2006 Expiration Date: Mar 01, 2007 Parcel ID: 017-421-05 Legal Description: WALLNER LOT 2 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 12445 RABBIT CREEK ROAD Owner Name: ATLI DOBROVA Lot Size: 45260 SO. FT. Owner Address: 3200 SPENARD ROAD Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99503 - This permit is for the construction of: 0 Disposal Field 0 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. Date: 3' Issued By. Date: a Municipality of Anchorage • Development Services Department j Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 01 r " 4,9 L 0 5 Permit Number Property owner(s) DOBROVA ATLI Day phone 333-8000 k�ifing Zip Code 99503 Legal description (Lot, Block & Sub'd.) WALLNER S/D: LOT 2. Legal description (Section, Township & Range) Lot Size ysa Acre q.Ft THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only ❑ Well Only ❑ Sewer and Well 0 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 17 5� -{- 4/ G -F7 Waiver Fees` Date of Payment: 2 —z ' C 6, Date of Payment: Receipt Number. _0 0 2 /qeceipt Number:, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS February 10, 2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Wallner S/D; Lot 2, To whom it may concern: The proposed 4 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 dual 5 -wide trench type drainfield. Two test holes were excavated on the property. The drain6elds 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 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 design drawing that there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. please contact us at 337-6179. Thank you for your assistance. d.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 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com PERECRIN HGHTS S/D; LOT 1, I I I I UPPER HUFFMAN 1 WAULNER S/D HAROLD MILLER S/D; LOT 4, WALLNER S/D; I I LOT 1,LLJ / \ I I n HAROLD MILLER I I I 1 RADIUSI�fi�t S` S/D; LOT 3. I TH/ 1 r, yy .r. C� I PROPOSED LJ..I I I 1 1 y rSEPTIC M SYSTE/ i V) I J I I 1 2 11 11 HAROLD MILLER S/D; LOT 2. I I 1111 i \ SEPTIC � ARE!D i I LOT 3 WALLNER S/D \`�---�• I I I I I LOT 4 WALLNER S/D I PEREGRIN HCHTS S/D; LOT 2, ARMC / T12N, R3W, SEC 25, I W2.NE4,NW4,NW4,NW4 I / '�— PROPOSED 4 BEDROOM HOUSE T12N, R3W, SEC 25, W2,SE4.NW4,NW4,NW4 \ I I / / GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS t GENERAL CONTRACTORS ..... ... ...... ............ f101 4 TICCIT 110.0. MTI[ 101 . AVbtlIVL[. N! N]Ol h1Cl( U7 -e111 • Fu PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ••• • •.......... DOBROVA ATLI 333-8000 1 OF 2 OO ° re mess: LEGAL DESCRIPTION: DRAWN BY: �Q '• C —7 53 '' WALLNER SUBDIVISION; LOT 2. B.F.M. e„ W.11. �• n4`o� TYPE OF WORK: DATE: Vol I pro(eseI op, � ��OO�oo��� SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 2/8/2006 NUMBER OF BEDROOMS:4 GALLONS PER DAY (CPD): 600 PERCOLATION RATE/S: 5/30 MIN./INCH PROPOSED APPLICATION RATE: 0.7 MINIMUM DRANFIELD SO.FT.: 857 .nuv LL6own. i IM DEPTH: 10 FEET I� 2.5 FEET i I:2 O 45 FEET / APPROVED SAND FILTER: N/A / NE:5 FEET RON FACTOR: N/A . SO.FT.: 900 / LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. 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 CONDITIONS OUTLINED. I 100' WELL RADIUS I I 1 ' NOTE: CONTRACTOR SHALL HAVE THE SOUTH AND WEST LOT LINE 'AND ALL WELL RADII SHOWN FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTIOi .S :.rJ< I ALTERNATE SITE WILL REOUIRE II(THE USE OF AN ADVANCED ypI — \ WASTEWATER TREATMENT SYSTEM LOO• WEII \ I PROPOSED 1 € uI 1 ROPOSED / DRAINFIELDS / MT �/ PROPOSED 4/ I� II \ t0_15x INSTALL FOUNDATION BEDROOM YCLEANOUT HOUSE II I \ ' MT MT `PROPOSED 1250 10_15X GALLON SEPTIC TANK \ INSTALL FLOW �4STAUL DO I UB SPUTTER N CLEANOUTSLL ppNS 1 1Do wEu- 1 m � GARNESS ENGINEERING GROUP, Ltd p;?• q CONSULTANTS S GENERAL CONTRACTORS • • • • • • •' 3"1 L nua IIOIO. sort 101 • M.oaUaL a sno) . rwc (so7y77y1t• . rM (907)336�77M • �- ... O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DOBROVA ATLI 907-333-8000 2 OF 2 QQm LEGA. DESCRIPTION: DRAWN BY: e WALLNER S/D: LOT 2. B.F.M. TYPE OF WORK: DATE: Q� PROPOSED DESIGN FOR NEW SEPTIC SYSTEM 2/10/2006 (R.7.01AT5) 10 11 12 SM 2 4:15 30 0" 6" 13 14 15 16 g.O.H. 17 18 19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS E 0RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z fo of DATE GROUNDWATER DRY 2/3/2006 DRY 2/7/2006 p I SCALE: \ I I 1 �a0' I I 1 I i 1 i \ 1� � 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2/7/2006 1 3:45 — 6" — 3 4:15 — 6" — 4 4:45 30 0" 6" 5 4:45 — 6" — 6 5:15 30 0" 6" GARNESS ENGINEERING GROUP, Ltd. SULTANTS & GENERAL CONTRACTORS ............................. 0 101 - AMGIOR�OF. M4 ••30) � P,1YIL YO) )-•1)• - fwu YO) -]3M � Mf851R yr,rrrp+w•p mn )01 L RYU, Alli[ SOIL LOG — PERCOLATION TEST ..... LEGAL DESCRIPTION: WALLNER 5/D; LOT 2, o ' ff a A. G mess: ° 3 E-79PERFORMED FOR: DOBROVA ATLI DATE: 2 3 2006 /e odROlei _ DEPTH i'la (feet) Baa_ ORG TEST HOLE 1 °�D0000�� 1 a_aan_ SOIL CLASSIFICATIONS 2 GW _-cc ORG GP ML GM CL 4 GC OL ••o. SW MH GM/SM •;00. 5 ; SP CH SM OH PROPOSED WELL 6 SC THd 7 DEPTH TO 8 9 2/10/2006 DATE GROUNDWATER DRY 2/3/2006 DRY 2/7/2006 p I SCALE: \ I I 1 �a0' I I 1 I i 1 i \ 1� � 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2/7/2006 1 3:45 — 6" — 3 4:15 — 6" — 4 4:45 30 0" 6" 5 4:45 — 6" — 6 5:15 30 0" 6" I SCALE: \ I I 1 �a0' I I 1 I i 1 i \ 1� � 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2/7/2006 1 3:45 — 6" — 3 4:15 — 6" — 4 4:45 30 0" 6" 5 4:45 — 6" — 6 5:15 30 0" 6" DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2/7/2006 1 3:45 — 6" — 3 4:15 — 6" — 4 4:45 30 0" 6" 5 4:45 — 6" — 6 5:15 30 0" 6" ooaov � GARNESS ENGINEERING`o� QF qs�0 GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS 4''• :y>t • 0(115 .......... . ....... ......... 3701 L R 50aq SUR 101 • N104OMLL M 00501 ' NqK: 00) )11]0 • (AL 501 M ,smrrq:w•,5.0•,. SOIL LOG — PERCOLATION TEST .,,••„ . .................. LEGAL DESCRIPTION' WALLNER S/D; LOT 2, y A Gar ess: PERFORMED FOR: DOBROVA ATU DATE DEPTH 2/3/2006 DRY 2/7/2006 (reeq aaaa 6' TEST HOLE 2 1 aaaa 30 5' 1' aaaa rl 1 SOIL CLASSIFICATIONS r 2 :=== 1 rr 30 1 r 1' ==== ORG aro; GW =--- ORG 3 aa 5' ae:+ GP i�- ' ML aaaa c GM CL 4 aayy GC OL --_— ..0. aSW ♦TH/1 MH 5 • SP CH 1 1 ' 1 SCALE - SM OH 6 SC DEPTH TO GROUNDWATER �r rl DRY 2/3/2006 DRY 2/7/2006 rr 2/10/2006 6' — 2 I 30 5' 1' 3 rl 1 — r — • 1 rr 30 1 r 1' 5 4:48 — 6' — (oo' wtxI R'Dim r� \ 5' 1 I I i�- ' 1 c i 1 I PROPOSED WELL*'kS;yr� ♦ \ 1, ♦TH/1 DEPTH TO GROUNDWATER DATE DRY 2/3/2006 DRY 2/7/2006 DRY 2/10/2006 6' — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/7/2006 1 3:48 — 6' — 2 4:18 30 5' 1' 3 4:18 — 6' — 4 4:48 30 5' 1' 5 4:48 — 6' — (oo' wtxI R'Dim 5:18 \ 5' 1 I I i�- ' 1 qu 1 1 I PROPOSED WELL*'kS;yr� ♦ \ 1, ♦TH/1 1 1 ' 1 SCALE - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/7/2006 1 3:48 — 6' — 2 4:18 30 5' 1' 3 4:18 — 6' — 4 4:48 30 5' 1' 5 4:48 — 6' — 6 1 5:18 30 5' 1' 19� PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: BENNY MAUS 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: 6