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Home My WebLink AboutT12N R2W SEC 31 N3SE4NE4SE4 PTN2N R2W SEC 31 3SE4NE4SE4 P N Municipality of Anchorage .= e • +� Development Services Department e•� - �< Building Safety Division ,_g. ..- On -Site Water 8 Wastewater Program, 4700 South Bragaw St. ` " a P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 3 of On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW030473 PID Number: 042-091-15 Name: MARK AND CAROL BARNHILL Wastewater System: ❑ New ■ Upgrade Address: 15108 HILAND ROAD • ANCHORAGE, AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 267-2298 3 O Deep Trench ■ Shollow Trench t7 Bed OLlound Gather LEGAL DESCRIPTION Sall Rating: 1.2 Tata °.Pu ran adplm gode:5 M/a,. R R Block: Lot: Subdivision: — N 1/3, SE. 1/4, NE 1/4, SE 1/4 Depth to Pip bottom dem original prod.: Gavel depth beneath pipe. SEE DWG. Ft. 0.80 pZ Township: 12N Range: 2W Section: 31 Fill added .1a" algins pale: Gavel W"th: SEE DWG. R 90+ R WELL: ■ New ❑ Upgrade Crowd widue 5 NumGr er Arae: 1 DIMnq — between Npe: R R Ckpifkalkn private, A8.c): Total Depth: Bcosed To: EDROCK) Total obearptlon area: PIp motabi: PRIVATE 445 R 20 R 450+ so. R D 3034/ F-810 Drake: - HEFTY DRILLING Dal. Drilled: 2-6 04 Stolle Water lwvel: 331 InelalNr: OWNER Date Natal : 9%13-30/2004 weld: Pump set M Cowng Helght Mew Lound: 15 oaw UNKNOWN R 2+ R TANK SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. Gather Septic Tank Absorption Field Uft Station Holding Tank Public/Private Seas unee Namdeatu .. GREER Cepaty in Wawa: 1250 100'+ 100'+ — — 25'+ mat«wl. STEEL Number of canpartmede: rUne 2 100'+ 100'+ — — — LIFT STATION 5'+ •1'+ — — — Sia in gmap. 4anWacWra: Foundation 5+ 10'+ — — _ 'ptanPea level at ump Mf level OL fth water cls. OL Curtain Drain NONE KNOWN Pwnp Make k Nadel: a.ableal Inapctkns penomad by: Remarks:OLD UNDOCUMENTED TANK AND DRAINFIELD BENCH MARK laocalea and Description: COMPLETELY ABANDONED. TOP OF METAL FLASHING COVERING FOUNDATION e1' LOT LINE WAIVER GRANTED (WR030101). TO POINT "B" "2.26' OF M.O.A. APPROVED SAND FILTER ADDED A..pae Elevation: 100.00 R TO TOTAL DEPTH. ENGINEER'S3 o� OF �Op Inspections performed by: LEG, Ltd. Dates: 1st 9/13/2004 �!!.:.. 4 ,*�Qt .. ............. 2nd 9/30/2004 3rd 9/30/2004 A ..... .ess. . o0p°s, Development ervices Department Approval '• —7953 •• 4ppb Reviewed and approved by Date: U.5 11* �p°�dProfess', T"" o D�oo�oo PERMIT NUMBER: AS -BUILT DRAWING PARCEL IDNUMBER: SW030473 042-091-15 r i MT21 I IITMJ.2 I 11 11 :.• 1 1 1 1 EW 1250 GALLON SEPTIC TANK';.;. 11 11 Il Il NEW DRAINFlJ 11 11 11 11 *TH11 , y CO 1 11 1111 \ .,•:S 1111 1111 4.' /ALTERNATE \ .'•�•',M •. :. �.� i SITE i r i MT21 I IITMJ.2 I 11 11 :.• 1 1 1 1 EW 1250 GALLON SEPTIC TANK';.;. 11 11 Il Il NEW DRAINFlJ 11 11 11 11 *TH11 , y CO 1 11 1111 \ .,•:S 1111 1111 4.' /ALTERNATE \ .'•�•',M •. :. �.� S NEON..' SITE 9 ;hs 10/20/2004 — OF (4 .�. DRAWN BY: �p�•`C�,....... '9V �Q GARNESS ENGINEERING GROUP, Ltd. SCALP: R.A.L. otr .: • H yV� CONSULTANTS t GENERAL CONTRACTORS 1 " = 40r ... • • • • ... • • • • .. ....:. 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)3376179 • FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .... .. .. ... ....... CAROL BARNHILL (907) 267-2298 2 OF 3 •, ff A. amrn ss. - LEGAL DESCRIPTION: • 79 T12N, R2W, SEC. 31, N 1/3, SE 1/4, NE 1/4, SE '1/4 Poon e J �b"7�L A�p� TYPE OF WORK: Qov AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 1)�0saPro esslo 0\40�00�\ RERMITSWO NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW030473 042-091-15 2 INCH TOP OF TANK AT INLET • 96.38 INVERT OF BUNG AT INLET • 95.91 NOTE: 2.5' OF COVER OVER SOUTH 32' OF TRENCH INSULATED WITH 2 INCH INSULATION, NORTH END OF TREN H H '+ OF COVER FILTER ELEVATION OF GRADE • 100.36-100.40 NEW 1250 GALLON SEPTIC TANK — TOP OF TANK AT OUTLET. • 96.26 INVERT OF BUNG AT OUTLET • 95.51 FINAL GRADE • 80.52-83.14 [ORIGINAL GRADE 1 79.62 MAX. i•M.O'M1 ^,�^';: �—INVERT OF PIPE IED SAND= 77.68 (AVG.) -..?..:,�....= w ER TOP OF SAND "r+. ''%":• FILTER • 76.88 (AVG.) 5'--{ \—BOTTOM OF TRENCH RELATIVE ELEVATION OF • 74.62 BOTTOM OF TEST HOLE 0 70.62 (TEST HOLE DRY) 10/14/2004 :. DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. R.A.L. CONSULTANTS i GENERAL CONTRACTORS SCALE 3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE. AK 99507' PHONE (907)337-0179 • FAX (907)338-3246 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CAROL BARNHILL (907) 267-2298 2 OF 3 LEGAL DESCRIPTION: T12N, R2W, SEC. 31, N 1/3, SE 1/4, NE 1/4, SE 1/4, TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE - yo, !.:...... ...... .......� f y orness: •• 9v �T1.e„ 7953 sL•' Fop •..ID�ZI�"Se.A�� Was well disinfected//upon completion? )C1 Yes, ONO •l-w....l..f A:e:nrv.MiM��ar'. Y%i ..._ - OF NATURAL RESOURCES $540 AKULA DRIVE MINING, LAND, WATER HYDROLOGIC SURVEY0 MINING, ANCHORAGE, ALASKA 99516 v (907) 345-0593, WATER WELL LOG /—a-- "�PI�- Jt�-4 b /'L Company Name: HEFTY DRIILI G - Drilling Started: 9 l aty/gorough; Subdivision/USS: Block Loc aril• oid, bla3 ProPertY Owns Name g Adds¢:. }� CKY ANCA ate: AV0.SKA_�,Z1D'• 99518 - Qnc�.Q.�L �$ N of_r/4 or_'Y4 of 2L Meridian'-Vl+]$M!�._(04.-Range�i2J_Sedlai a�) /� ...... .Township. tNAD:XLUR •Iat: N : --LAIM W --- --- BOREHOLE DATA: (from ground surface) Depth Si Etevmiaw . Dulling metilod-�O Air rotary, 0 Cable tool, Otter Naturist We. Color & wctaess I f=I T¢ Well'tse: 0 Public supply, ODornestic, 0 Other _---;--_- q u d� mea mum .pap 46.1S=vad AKxa,ladau 11 AAc 93.14% Depth of tote: SFS n, Casing Thickness $oaf% DEPARTMENT OF NATURAL RESOURCES.. 6 inches Casmgdapth_ A - R II, e1�_ Casing diameter. LimDiameter inches DcPf " Jt "r . W 7th Ave, Suite "OAASffvq ,.„ Static w�ater(rramtnpn(es,ince Kone 3 / L pumping level & yield: feet after —bums at' Wfu Recovery rate: 1 S gpm Method of tEstiog Dcwlopmrntmethod: Dtmd=' Well intake opening po: 0 Open end, Open t U Screened. Stare ft. Stopped _ Slo*Wshat= Screen type: 8 O Perforawd;Start N Slopped -- 11. Stopped S . Start: Note: __ from 11. in pump intake depth: 8 vnmo sin hp. Brand tame: Was well disinfected//upon completion? )C1 Yes, ONO •l-w....l..f A:e:nrv.MiM��ar'. Y%i ..._ - 1 Well Driller Name:_S,_.l Company Name: HEFTY DRIILI G - Mailing Address: 3540 AK DR^ CKY ANCA ate: AV0.SKA_�,Z1D'• 99518 - /phone Number: 1-907-34 Signature: is that a COPY oflhe welt loghe &tats law epeGes ant a copy of dric weR k R hr x+x., aK w,c of A6ska "hir-(AK ammee 39AS,p3p, 35ASAM5, it required in the City Of Anc}tongG and Poet another COpY Of to the appropriate oily Office within 60 days q u d� mea mum .pap 46.1S=vad AKxa,ladau 11 AAc 93.14% well log be sow 10 the wclUpmpcny owner within 30 days. DEPARTMENT OF NATURAL RESOURCES.. t Number '%W7 FDZatwe Khda550 f Icsuc:.... W 7th Ave, Suite "OAASffvq ,.„ ldentirwation Number: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site 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: SW030473 Legal Description:' RFW Scc a4 W SE4NE49h:P Design Engineer: 0041 AK Water & Wastewater Consultan Owner Name: Mark & Carol Barnhill Owner Address: 15108 Hiland Road Anchorage , AK 99516 - Date Issued: Nov 10, 2003 Expiration Date: Nov 09, 2004 Parcel ID: 042-091-15 Site Address: Unknown Lot Size: 43560 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q✓ Disposal Field ❑✓ Septic Tank E] Holding Tank E] Privy Q✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: I/ a3 ad 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.ci. anchorage.ak.us (907)343.7904 Waiver Review Worksheet WR#: 030101 PID#:042-091-15 HA#: Permit#: Date Received:Y1 7-03 Legal Description: T12N R2W Sec 31 N3SE4NE4SE4 Engineer: Alaska Water & Wastewater Consultants. Inc. 3701 E. Tudor Road. Suite 101 Anchorane Alk. 99507 Applicant: Mark and Carol Barnhill Waiver Requested: 1 foot Lot Line waiver within 10 feet of the Northern Lot Line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: Waiver is not Granted., List Conditions or Reasons for above: Date: By: Name of Reviewer Rec#: 44311 Amount: $150.00 Date Paid: 11/7/2003 Municipality of Anchorage Mark Begich, Mayor Building Safety Division P.O. Box 196650 •4700 Bragaw Street Anchorage, Alaska 99519-6650 • (907) 343.8301• Fax (907) 343-8200 http://www.muui.org November 7, 2003 Jeff Gamess, P.E. Alaska Water & Wastewater Consultants, Inc. 3701 E. Tudor Road Suite 101 Anchorage, Alaska 99507 Subject: Waiver Request for T12N R2W Sec 31 N3SE4NE4SE4 Waiver Request # WR030101 PID #042-091-15 Dear Mr. Garness: Your request for waiver of the required 10 feet horizontal separation from a property line to a wastewater absorption field has been approved. The approved separation distance is 1 foot Lot Line waiver from the end of the absorption field to the Northern Lot Line. This waiver approval applies to the existing on-site wastewater disposal system to property line separation only. Any future upgrade to the on-site wastewater disposal system will required all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, . r4�r Daniel J Roth Civil Engineer On -Site Water & Wastewater Section Municipality of Anchorage • Development Services Department Building Safety Division `00". On -Site Water & 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 PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 042-091-15 Permit Number Swa3075 Property owners) MARK AND CAROL BARNHILL Day phone 345-6720 Mailing address (1) 15108 HILAND ROAD Mailing address (2) ANCHORAGE. ALASKA Zip Code 99516 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) T12N. R2W. SECTION 31: N3, SE4. NE4. SE4 Lot Size b Acres/ q.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well E 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: Date of Payment: I Receipt Number. Waiver Fees ( n Date of Payment: Receipt Number:'�— Z ALASKA WATER & WASTEWATER CONSULTANTS, INC. November 6, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Welland Septic System for T12N, R2W, SECTION; 31, N3, SE4, NE4, SE4 To whom it may concern: The existing three bedroom house will be served by a private well and septic system. Two test holes were dug on the property. The drainfield will be designed around the 30 foot radii of these test holes. Per the request of the owner, we designed the septic system for a four bedroom residence. We are proposing that a new 1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show 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 1.2 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 1.6 & 3.13 minutes/inch b. Proposed Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft2 f. Total Depth: 5 feet maximum at any point. g. M.O.A. approved sand filter: 2.0+ feet. h. Effective Depth: 0.5 feet i. Width: 5 feet j. Reduction Factor: N/A k. Minimum Length: 100 feet long 1. Effective absorption area = 500 ft2 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: The average topography in the area of the proposed drainfield is 20 to 25 percent running approximately northeast to southwest. The trench will be installed parallel to slope contours. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 . Fax: (907) 338-3246 • Website: akwwc.com 5. LOT LINE WAIVER: In order to install the trench within 30 feet of the test holes, the trench will need to be installed within 10 feet of the northern lot line. We request a 1 foot lot line waiver be granted with the issuance of this permit. 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 you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, three soils logs, 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 \ LAT 7 \\ ECHO HILLS S/D \ I S \ \ T1214, R2W. SEC 31 \ NW4, SE4, NE4, SE4 \\ I \ I T12N, R2W, SEC 31 NE4, SE4, NE4, SE4 \ C� \ C� PROPOSED SEPTIC SYSTEM. SEE PAGE 2 OF 2 FOR DETAILS. \ CHUGACH STATE PARK ?p TH#2*% ;'k APPROXIMAIE: ' LOCATION OF T12N, R2W, SEC 31 S2, 'f EXI NG RIB. THe1 j \ \� NW4, SE4, NE4, SE4 \ WELL T1214, R2W, SEC 31 N3, EXISTING THREE SW4, SE4, NE4, SE4 BEDROOM HOUSE I Y2 i T12N, R2W, SEC 31 I — NE4, SE4 NO CONCERN 11 - K.D.W. ALASKA WATER & WASTEWATER SCALE: CONSULTANTS. INC. I" = 100' 5701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE AK 9950] •PHONE 907 35]-6179 •FAX 907 38-Stc6 y, PREPARED FOR PHONE NUMBER: PAGE NUMBER: MARK & CAROL BARNHILL (907) 267-2298 1 OF 2 2N, R2W, SECTION 31; N3, SE4, NE4, SE4 PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM •.r .n A. arhess.-•. Tl 2N. R2W, SEC 31 NE4, \ SE4, NE4, SE4 l� , rvACANr� �� O\ PROPOSED DRAINFIELO, EXCAVATE A TRENCH THAT IS 5 FEET DEEP MAXIMUM AT ANY POINT, BY 5 FEET WIDE, BY 100 FEET LONG. ADD 2'+ OF M.OA APPROVED SAND FILTER AND THEN 0.5 O FEET OF CLEAN, WASHED SEWER DRAINROCK. 1' LOT UNE WAIVER INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. REQUESTED 0 70LI'1T 1 1 I TOE OF SLOPE nii2 I I I I j 1 I I I I /EXISTING CRIB TYPE ALTERNATE I I 1 1 i / DR COMPLETELY D TO BE `•; •,:• . • d` SITE -1 1 1 1 i �/ 1 COMPLETELY ABANDONED. LOCATION IS APPROXIMATE.y f24r15X - I I 11 I 1 1 I I 24' 1---24 11AG 1 I 11 ��va 1 1 11 Co I Boy LJ PROPOSED WELL INSTALL DOUBLE ' LOCATION CLEANOUTS PROPOSED 1250 GALLON SEPTIC TANK \ INSTALL \ FOUNDATION \ CLEANOUT T12N, R2W, SEC 31 NE4, SE4 ALASKA WA(T(�TERT/& WASTEWATER E. TUDOR ROAD, SUITE 101 • ANCT1t7RJ12iN Y95d7TSP1(OflP(907)337-6179• FA% (907)338-324 PARED FOR: PHONE NUMBER: MARK AND CAROL BARNHILL (907) 345-6720 AL DESCRIPTION: T12N, R2W, SECTION 31; N3, SE4, NE4, SE4 11/06/2003 AWN BY: K.D.W. :ALE: 1 " = 40' vGE NUMBER: 2 OF 2 DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM UPGRADE ofGa Hess: -79 a �4 " 0 �O�ProfesaiD�°�� WASTEWATER SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T12N, R2W, SECTION 31; N3, SE4, NE4, SE4 PERFORMED FOR: MARK & CAROL BARNHILL DATE: 10/29/2003 DEPTH (feet) =_= TEST HOLE 1 1 ORGANICS 01 IFI ATI NS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GM/SM MIX w/SHALE BEDROCK Im DATE DRY " ••• am 11/5/2003 111111111 1 1611191 - VZZZA - /_pl MEN 6:41 id mll 0" 111111111 RARW 3 - ! - & MN _6:41 6:51 10 DEPTH TO GROUNDWATER DATE DRY 0/29/2003 DRY 11/5/2003 10/31 2003 1 6:35 - 6" - A. arness: -7953 ,•',F`G DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/31 2003 1 6:35 - 6" - 2 6:41 6 0" 6" 3 - -_--6" - 4 _6:41 6:51 10 1/2" 5 1/2" - - — 5 6:51 -- -- --- _ _ s" _ 6 7:01 10 _. 1/2" 5 1/2- 7 7:01 - 6" - -_ 8 7:11 10 1/2" _ 5 1/2" -- 9 7:11 --- -�6"- 10 7:21 10--- -._._ 1/2_� 19 I PERCOLATION RATE 1.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN PERFORMED 8Y AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS Or P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: II C AJ -A SKA WATER &; WASTEWATER CONSULTANTS. INC. HbiFR.R'i35d7—FHi•O7�FTi33�"3= WE63R€ SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T12N, R2W, SECTION 31; N3, SE4, NE4, SE4 PERFORMED FOR: MARK & CAROL BARNHILL DATE: 10/29/2003 DEPTH (feet) ORGANICS TEST HOLE #21 1 2 -f 2I I( H I I GM/SM 3 4 5 GMSM Mi w/SHALEX 7 8 9 10 11 12 13 14 15 16 17 18 BEDROCK DEPTH TO GROUNDWATER DATE DRY 10/29/2002 DRY 11/5/2003 10/31/2003 --- 1 -- 27:0_8 6:58 — --- - --------.._...-..... 10 6" - -- 3 1/4" - -- 2 3/4" -- - ---- 111111111 7:08- 111111 ----- 6„ - %////. - --4 E 7:18 10 NNE • 5 7:18 - 1� - MORD 6 7:28 10 4 1/2" 1 1/2' 7 7:28 DEPTH TO GROUNDWATER DATE DRY 10/29/2002 DRY 11/5/2003 10/31/2003 --- 1 -- 27:0_8 6:58 — --- - --------.._...-..... 10 SITE PLAN 1"=100' TH/2* THr1® Q ITHREE BEDROOM HOUSE DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/31/2003 --- 1 -- 27:0_8 6:58 — --- - --------.._...-..... 10 6" - -- 3 1/4" - -- 2 3/4" -- - ---- --3 7:08- _ -- - ----- 6„ - -- - --4 7:18 10 -- 4" 2" --_ 5 7:18 - 6" 6 7:28 10 4 1/2" 1 1/2' 7 7:28 - 6" - - 8 7:38 105" _ 1" IF 9 7:38 --.. - 6- 10 7:48 10 5"—__ 11 7:48- - �- -6" 12 1 7:58 10 5" 1" 19� PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: IN ACCORDANCE ALASKA WATER &; WASTEWATER CONSULTANTS, INC. IOUIL LUU - rCICVULAllVN IGJII LEGAL DESCRIPTION: T12N, R2W, SECTION 31 N3, SE4, NE4, SE4 PERFORMED FOR: CAROL BARNHILL DATE: 10/29/2003 DE ee TEST HOLE 2 w 7 as z g 0 9 Lq 0 x 10- 11 0 12 z F 13 c� V1 14- 15- 0 415 0 V) 16 w f� 17- 18 DEPTH TO DATE GROUNDWATER 6 PPO A. rness:' –7953 , .- °G' SEE SITE PLAN ON PAGE 1 OF 2 DATE READING CLOCK TIME CLASSIFICATIONSSOIL 10/31/2003 1 7:00 – 6- – 20 2 7:10 GW •- JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN 3 7:10 - 111111111ML – 4 7:20 II:111"IIGM%//%CL 3- IN ACCORDANCE WITH 5 7:20 GCNHN • 6 7:30 00 60000 SWIIIIIIIIIMH 3- 7 7:30 - %//%CH – 6 7:40 �l14�t3 • 9 7:40 SC – w 7 as z g 0 9 Lq 0 x 10- 11 0 12 z F 13 c� V1 14- 15- 0 415 0 V) 16 w f� 17- 18 DEPTH TO DATE GROUNDWATER 6 PPO A. rness:' –7953 , .- °G' SEE SITE PLAN ON PAGE 1 OF 2 DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) 10/31/2003 1 7:00 – 6- – 20 2 7:10 10 2- 4- JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN 3 7:10 – 6- – 4 7:20 10 3- 3- IN ACCORDANCE WITH 5 7:20 – 6- – 6 7:30 10 3- 3- 7 7:30 – 6- – 6 7:40 10 3- 3- 9 7:40 – 6- – 10 7:50 10 3- 3- 19� PERCOLATION RATE 3.13 (MIN./INCH) PERC. HOLE DIA. 6- (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: A 0