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Home My WebLink AboutPARADISE VALLEY BLK 2 LT 17Paradi*se Vail ley Block 2 Lot 17 #020-424-04 Municipality of Anchorage • Development Services Department Building Safety Division43 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 Pogo 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020213 PID Number. 020-424-04 Noma: PRISSILLA IRANY Wastewater System: ■ New ❑ Upgrade Address: 3500 WEST 42ND AVENUE a ANCHORAGE, AK 99517 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 243-4407 4 ■ Deep Trench O Shallow Trench O Bed OMound 0Other LEGAL DESCRIPTION sw Bal.q: 0.6 Tobi Dplh rrcon ork;l" er : on/se. n 9.0 MAX n. Block: Lot: Subdivision: Dpth to pig• btbm horn original pee•: GprN fto, bwooa, pqe 2 17 PARADISE VALLEY SEE DWG. n. 6.0/6.07 n Township: Range: Section: no aue•a ebwe orglnW wae•: 6pwl login: _ _ — SEE DWG. n. 84 (2 ® 42)R WELL: ■ New ❑ Upgrade crwel eidu,: 2.5 Wvr.p« of lk ..: 2 o Z-. below, sr... 15+ n. n CkwwlKouon Prirol., AB,G . Tobi Opin: Ca To: Total oboe tio, Pew ,not b PRIVATE 1 317 rL1 317 n. 1008 so. n. D 3034/ F-810 Or•I.r: ALPINE DRILLING Dal. DnWd: 7 7-8 03 sloue Wates L";MIoIMr 261 BEEK CONSTRUCTION pig. M 9/26-27/2002 n d: Pomp Al '0"Holght Abav Ground: 50 cm K UNKNOWN n 2 n TANK SEPARATION DISTANCES aseptic OHolding OS.T.E.P. 0Other To m Septic Tank Absorption Field Lift Station Holding Tank ab4c/Prbol• $•w•r Mn.. kbnulwtl .. ANCHORAGE TANK Ga°OC1b gpY01'' 1250 ll 100'+ 100'+ — — 25'+ Mv1e STEEL Nw or eamparlrrwnb.2 [Lot rface water 100'+ 100'+ — — — LIFT STATION Line 5'+ 10'+ — — — Situ N 9a ; Yonalanur.r Foundation 5'+ 10'+ — — — p on k at: wnp on ou Mpn valor obrm ft Curtain Drain NO KNOWN Pump kbk. a Ekcukal ewo•euorw pMomwe br Remarks: BENCH MARK Loeatwn em Wocdpb : BOTTOM OF SEPTIC TANK a wl EMvelun: 87.76 n ENGINEEW3 PaL 4 OF .95�� off:' 0 °.:.,.... ..... ..... ...... Inspections performed by: GEG, Ltd Dates: 1st 9/26/2002 2nd 9/26/2002P. 0 3rd 9/27/2002 0o P e r A. Orness.- 41 Development ervices Department Approval — Ode '•. 79 3 ; eO i10`e�e '•a� pV"400`00 Revierowted and approved by: Date: a . dp�oJar1da fesslo�7ao� 04Oo�000 PERMITNUMBER: AS -BUILT SW020213 SW0 D RAW I N G 98.17 PARCEL ID NUMBER: 020-424-04 64.53 97.38 DBL1 1 1 97.28 DBL2 65.48 97.28 FS 75.89 107.73 C01 76.01 112.85 MTl 76.29 112.71 NEW DRAINFIELDS I NEW 1250 GALLON I SEPTIC TANK F � EXISTING TEST HOLE I / � I I CO3 I� W`F7LAA4.IlS1"i r( n I II II o NEW BEDROOM 111 1 1 A HOUSE iTZ I I 11 II ju II 1` g/ LOB I DSL2 ••�• �. ..( A fi ST1 63.19 98.17 ST2 64.53 97.38 DBL1 65.11 97.28 DBL2 65.48 97.28 FS 75.89 107.73 C01 76.01 112.85 MTl 76.29 112.71 �o I I 1 I 1 A 1 B / ' CO2 77.86 103.05 MT2 78.00 103.80 CO3 94.28 131.35 MT3 93.35 130.36 C04 91.48 61.30 M5 91.30 120.97 DATE: 9/24/2004 1. __- -_. /J Ys. ��.._.� ►_-.___...__.------ --'''I DRAWN BY: GARNESS ENGINEERING GROUP, Ltd.: c.a.c. CONSULTANTS 6 GENERAL CONTRACTORS 3701 E TUDOR ROAD. SUITE 101 • ANCHORAOF.. AK 90507 • FHONF (001)331-0179 • FAX (00)1338.3PA8 1 n = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PRISILLA IRANY (907) 243-4407 1 2 OF 3 LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 17, BLOCK 2, TYPE OF WORK: AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM / I 1 I PERMFT NUMBER: SW020213 THf2 AS -BUILT DRAWING FINAL GRADE 97.01-97.11 TOP OF TANK AT q INLET - 92.631 I I INVERT OF BUNG AT INLET - 92.01 BOTTOM OF TANK - 87.76 FINAL GRADE - 91.81-91.91 NEW 1250 GALLON SEPTIC TANK FINAL CRADE 95.07-95.17 FILTER FABRIC � INVERT OF PIPE 67.64 (AVC.) -12' BOTTOM OF TRENCH - 81.57 (AVC.) TOP OF TANK AT OUTLET - 92.63 • INVERT OF BUNG AT OUTLET - 91.78 GRADE FILTER FABRIC INVERT OF PIPE 90.85 (AVC.) BOTTOM OF TRENCH 84.85 (AVG.) RELATIVE ELEVATION OF BOTTOM OF RELATIVE ELEVATION OF BOTTOM OF TESTHOLE - 78.85 (TESTHOLE DRY; TESTHOLE 75.57 (TE. OLE DRY) DATE: 9/24/20C f GARNESS ENGINEERING DRAWN BY: GROUP, Ltd. C.J.G. CONSULTANTS i GENERAL CONTRACTORS SCALE: 3701 E TUDOR ROAD, SURE IOi • ANCHORAGE AK 90507 • PHONE (007)337-0179 • FAX (001)356-3246 N.T.S. PREPARED FOR: PHONE NUMBER: PACE NUMBER: PRISILLA IRANY (907) 243-4407 1 3 OF 3 LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION, LOT 17, BLOCK 2, TYPE OF WORK: PROFILE AS -BUILT DRAWING OF NEW SEPTIC SYSTEM PARCEL TO NUMBER: 020-424-04 Municipality of Anchorage AW Department of Health and Human Services 825 9-" Street ta P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:/N+ww.cLanchorage.ak.us Mayor Permit Number: #SW 020213 Date of Issue: 7-8-02 Parcel Identification Number: 020-424-04 Date Started: 7--7-03 Date Completed: 7-8-03 Is well located at approved permit location? ® Yes El No Legal Description: Paradise Vally Blk 2 Lt 17 Property Owner Name & Address: Prisille Irene 3500 W. 42nd Ave. Borehole Data: Depth (ft) Soil Type, Thickness & water Strata From To Stick-up 0 2 cobbly gravelly silty sand 2 98 silty gravelly sand wet 98 101 sift 101 127 cobbly gravelly silty sand 127 230 silt 230 311 water sand & gravel 311 317 Method of Drilling ® air rotary ❑ cable tool Casing type: steel Wall Thickness: -250 inches Diameter: 6 inches Depth: 317 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 261 feet Pumping level: 317 feet after 2 hours pumping 50 gpm Recovery Rate: 50 gpm Method of Testing: Air lift Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite # 8 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 Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property %2716 a zIRwt atyp,, 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 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW020213 Legal Description: PARADISE VALLEY BLK 2 LT 17 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Prisilla Irene Owner Address: 3500 W. 42nd Ave. Anchorage , AK 99517 - Date Issued: Jul 08, 2002 Expiration Date: Jul 08, 2003 Parcel ID: 020-424-04 Site Address: Lot Size: 29160 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: C Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: The attached approved design. ❑✓ Private Well ❑ Water Storage 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: / U o? Date: 17 02-- Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division 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 020-424-04 Property owner(s) PRISILLA IRANE Permit Number Sw0202/3 Day phone 830-4034 Mailing address (1) 3500 W 42nd AVENUE Mailing address (2) ANCHORAGE AK Zip Code 99517 Legal description (Lot, Block & Sub'd.) PARADISE VALLEY SUBDIVISION LOT 17 BLOCK 2 Legal description (Section, Township & Range) N/A Lot Size oW/ A f7 Acre /Sq.Ft? Number of THIS APPLICATION IS FOR: 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: 00 t 50 �� _ Waiver Fees: Date of Payment: 77 — 2" Date of Payment: Receipt Number: 1,2-117 9 Receipt Number: ALASKA WATER & WASTEWATER r «arae-.wsn axm ars-e�ma�arw,.avr n:ur.pae:�:+uas CONSULTANTS, INC>+:Exrv;,:m..uz. �wmwat�aua um9ru is awrra.,ca:ena�,.e June 10, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for Lot 17, Block 2 Paradise Valley Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Three test holes were excavated west of the proposed house location. The septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached log 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/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 11.2, 40, & 24 minutes/inch b. Allowable Application Rate: 0.6 gallons/day/ftz c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1000 ftz f. Total Depth: 9 feet (max.) g. Effective Depth: 6 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 84 feet total length (2 @ 42 feet long each) k. Effective absorption area = 1008 ft 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com topography of this property is a 25% to 30% percent running from approximately east to west. The area below the proposed drainfield has an average slope of 15% to 25% slope. The contractor will be required to grade the area below the drainfields so that no slope exceeds 25 percent for at least 50 feet downhill. The trenches are to be installed parallel to slope contours. 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. Sincerely, James P. Williams, P.E., XJ NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, three soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.corn POTTER CREEK RAVINE PARK l LOT 15 BLOCK 2, ��`�� \\� � PARADISE VALLEY S/D; -;�o� --/" LOT 14, BLOCK 2, / ,1 < �� PARADISE VALLEY S/D;� j I1 1 i \! PROPOSED SEPTIC - /\ SYSTEM. SEE DESIGN, PAGE 2 OF 2. LOT 16, BLOCK 2, PARADISE VALLEY S/D; WACANTD ,_ \ / t PROPOSED WELL 1, I + 3v / r- I XI EXISTING TEST HOLE a�Ah 7 I b. tiv o� e p�f \ \ 1S b` V t t/ Gv l r t 111 `-VACANN. l LOT 18, BLOCK 2, J 1 PARADISE VALLEY S/D; 1 a tJ. CSEPTIC AR�ALOT 19, BLOCK 2, 1 PARADISE VALLEY S/D; i (� 100'WELT RADIUS t .r -i t \ i I 1 1 1 I / � i WACANTD LOT 24, BLOCK 2, PARADISE VALLEY S/D; 'OSED FOUR ;OOM HOUSE 1 1 LOT 21, BLOCK 2, PARADISE VALLEY S/D; 1 10/2002 ALASKA WX li R. & W1�STEWN ER K.D.W. SCALE: « CONSULTANTS. INC r, tea,, du,..,. 1" = 100' 99 ..EBARR ROAD SUITE 2B - ANCHORAGE, AN 99504 PHONE (907)337-6179 - FAX (907)338-3246 EPARED FOR PHONE NUMBER: PAGE NUMBER: PRISILLA IRANE 830-4034 1 OF 2 ,AL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 17, BLOCK 2, 'E OF WORK: SITE PLAN FOR DESIGN OF SEPTIC SYSTEM AND WELL LOCATION LOT 22, BLOCK 2, PARADISE VALLEY S/D; OF.,A' 1, 49T,-..'.1 .,...: _... z ... .............. 'JAMES P. WILLIAM$- N0. 9608 C.. E.. c°G /7, -,IILOT 13, BLOCK 2 'PARADISE VALLEY S/D t TH# �o/ A 7 gp�OT�, \\ TH#3+ LOT 16, BLOCK 2, PARADISE VALLEY S/D; WACANTD ,_ \ / t PROPOSED WELL 1, I + 3v / r- I XI EXISTING TEST HOLE a�Ah 7 I b. tiv o� e p�f \ \ 1S b` V t t/ Gv l r t 111 `-VACANN. l LOT 18, BLOCK 2, J 1 PARADISE VALLEY S/D; 1 a tJ. CSEPTIC AR�ALOT 19, BLOCK 2, 1 PARADISE VALLEY S/D; i (� 100'WELT RADIUS t .r -i t \ i I 1 1 1 I / � i WACANTD LOT 24, BLOCK 2, PARADISE VALLEY S/D; 'OSED FOUR ;OOM HOUSE 1 1 LOT 21, BLOCK 2, PARADISE VALLEY S/D; 1 10/2002 ALASKA WX li R. & W1�STEWN ER K.D.W. SCALE: « CONSULTANTS. INC r, tea,, du,..,. 1" = 100' 99 ..EBARR ROAD SUITE 2B - ANCHORAGE, AN 99504 PHONE (907)337-6179 - FAX (907)338-3246 EPARED FOR PHONE NUMBER: PAGE NUMBER: PRISILLA IRANE 830-4034 1 OF 2 ,AL DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 17, BLOCK 2, 'E OF WORK: SITE PLAN FOR DESIGN OF SEPTIC SYSTEM AND WELL LOCATION LOT 22, BLOCK 2, PARADISE VALLEY S/D; OF.,A' 1, 49T,-..'.1 .,...: _... z ... .............. 'JAMES P. WILLIAM$- N0. 9608 C.. E.. c°G f' NOTES: 1. THE CONTRACTOR SHALL HAVE THE SOUTH PROPERTY LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION ' 2. THE. CONTRACTOR SHALL GRADE 50 FEET BELOW DOWNHILL SIDE ( j OF THE TRENCHES SO THAT NO SLOPE EXCEEDS 25 PERCENT. 1 LOT 16, BLOCK 2 PARADDIISSEE- VALLEY S/D / `-VACANT ( l ' 7 PROPOSED CINSTALL FLOW SPLITTER I WELL ALTERNATE SITE \ INSTALL DOUBLE CLEANOUTS TH#3+ PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 9 FEET DEEP MAXIMUM, BY 2.5 FEET WIDE, BY 42 FEET LONG EACH I (84 FEET TOTAL LENGTH). ADD 6 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO SLOPE CONTOURS. ALASKA W L— PROPOSED 1250 GALLON SEPTIC TANK EXISTING TEST HOLE rr t J� O� f� v v Co �QU / T CO Ji OQO PROPOSED FOUR BEDROOM Z J HOUSE MT/ 0 MT/ o Li I � 0 Ur INSTALL FOUNDATION .. THN2 10•+ CLEANOUT TH#3+ PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 9 FEET DEEP MAXIMUM, BY 2.5 FEET WIDE, BY 42 FEET LONG EACH I (84 FEET TOTAL LENGTH). ADD 6 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO SLOPE CONTOURS. ALASKA W L— PROPOSED 1250 GALLON SEPTIC TANK EXISTING TEST HOLE WACA�LTD LOT 18, BLOCK 2, PARADISE VALLEY S/D; NOTE: A GRINDER PUMP INSIDE THE FOUNDATION MAY BE NECESSARY DEPENDING ON HOUSE ELEVATION. 6/10/2002 AWN DRBY: K.D.W. CEWATER SCALE: w.L ��m e,.�� 1 „ = 40' PARED FOR: PHONE NUM PAGE NUMBER: PRISILLA IRANY 243-4407 2 OF 2 1L DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 17, BLOCK 2 E OF WORK: _. DESIGN FOR SEPTIC AND WELL LOCATION 49i .. .. ._.� G JAMES P. WILLIAMS NO 9608„p� C. E. cep 4 ��'�ofessio Ro t J� O� f� v v OQO Z J Q� I � 0 7 r i WACA�LTD LOT 18, BLOCK 2, PARADISE VALLEY S/D; NOTE: A GRINDER PUMP INSIDE THE FOUNDATION MAY BE NECESSARY DEPENDING ON HOUSE ELEVATION. 6/10/2002 AWN DRBY: K.D.W. CEWATER SCALE: w.L ��m e,.�� 1 „ = 40' PARED FOR: PHONE NUM PAGE NUMBER: PRISILLA IRANY 243-4407 2 OF 2 1L DESCRIPTION: PARADISE VALLEY SUBDIVISION; LOT 17, BLOCK 2 E OF WORK: _. DESIGN FOR SEPTIC AND WELL LOCATION 49i .. .. ._.� G JAMES P. WILLIAMS NO 9608„p� C. E. cep 4 ��'�ofessio Ro SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PARADISE VALLEY S/D; LOT 17, BLOCK 2 PERFORMED FOR: PRISILLA IRANY DATE: 4/16/2002 DEPTH (feet) ORGANICS TEST HOLE #1 J 4 SOIL CLASSIFICATIONS 2 8 3 4 5 6 7 8 9 10 11 12 13 15 B.O.I-I. 16 17- 18— G W 718 SM w/ SOME GRAVEL (DENSER w/ DEPTH) DEPTH TO GROUNDWATER GW DRY 4/16/02 ORG 4/17/02 4/17/2002 1 may: – 6" GM CL 5:32 GC 3 1/16" 2 15/16" OL 690-6-%– SW – 6" – MH •'• : SP 6:03 30 CH 2 3/4- SM i i OH – SC – DEPTH TO GROUNDWATER DATE DRY 4/16/02 DRY 4/17/02 4/17/2002 1 may: – of r y A.ness; 104 s E 7953 ,' cmOQQ A`o 4��p�ofesslo°� o� `-VACANT rTH1 EXISTING TEST HOLE WACAND TH3 LOT 18, BLOCK 2, PARADISE VALLEY S/D; TEST HOLE LOCATIONS ARE APPROXIMATE 1 "=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/17/2002 1 5:02 – 6" – 2 5:32 30 3 1/16" 2 15/16" 3 5:33 – 6" – 4 6:03 30 3 1/4" 2 3/4- 5 6:04 – 6" – 6 6:34 30 _ _ 3 5/16" 2 11/16- 19— PERCOLATION RATE 11.2 (MIN./INCH) PERC. HOLE DIA. 5 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JASON WOOD COMMENTS: PERFORMED BY AKWWC., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WPE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z,j 0L SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PARADISE VALLEY S/D; LOT 17 BLOCK 2 PERFORMED FOR: PRISILLA IRANY DATE: 4/16/2002 DEPT (feet_—k ORGANICS TEST HOLE #72 1 2- GW GP GM GC SW SP SM SC DRY ORG ML CL OL MH CH OH DRY 3- 34567SM "Oo o 0'• : i i — 4- — 2 5- 30 5 1/2" __1/2" 6- 3 5:35 — 6" 7— J 4 6:05 30 5 1/4" 3/4" SM w/ SOME 5 6:06 — 6" GRAVEL 6 6 6:35 (DENSER w/ 5 1/4" " DEPTH) 9 10 11 d 12- 2131415 13- 14- 15— 1 B.O.H. 16 17 16 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER GW GP GM GC SW SP SM SC DRY ORG ML CL OL MH CH OH DRY 4/17y/02 "Oo o 0'• : i i — DEPTH TO GROUNDWATER DATE DRY 4/16/02 DRY 4/17y/02 ✓ 2 1 bZ- 5:04 — `-VACANT m#1 EXISTING TEST HOLE `-VACANT TH#3 LOT 18, BLOCK 2, PARADISE VALLEY S/D; TEST HOLE LOCATIONS ARE APPROXIMATE DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/17/2002 1 5:04 — 6" — 2 5:34 30 5 1/2" __1/2" 3 5:35 — 6" — J 4 6:05 30 5 1/4" 3/4" 5 6:06 — 6" — 6 6:35 30 5 1/4" 3/4" 19� PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6(INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JASON WOOD COMMENTS: PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS ASERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:zll�� IZ)UIL LUV — rLRI.ULAIIU1V ILJII LEGAL DESCRIPTION: PARADISE VALLEY S/D• LOT 18, BLOCK 2 PERFORMED FOR: PRISILLA IRANY DATE: 4/16/2002 DEPTH (feet)ORGANICS TEST HOLE #3 1 ; g 7 8 9 10 11 12 13 14 15 1E 17 1E SM w/ SOME GRAVEL (DENSER w/ DEPTH) DEPTH TO i,. 1, phi SOIL CLASSIFICATIONS DRY 4/16/02 GW 4/17/02 2 4/24/02 6" ORG 3 e v,: GP G M 4 5/8" ML CL 3 5:38 4 e �N >�n _oc,,o — GC SW OL MH o o�n7n H 5 e $ q { a �n' gy m SP sm 6:09 CH OH 6 ____--5 6 tep 30 SC 7 8 9 10 11 12 13 14 15 1E 17 1E SM w/ SOME GRAVEL (DENSER w/ DEPTH) DEPTH TO DATE GROUNDWATER NET TIME (MINUTES) DRY 4/16/02 DRY 4/17/02 DRY 4/24/02 C ACA!D rI r , r 1 ITH#1 I /��-EXISTING ; 'EST HOLE f I" TH#2 GA -CA r `-VACANT THjj3 1 J LOT 18, BLOCK 2, +� PARADISE VALLEY S/D; I % ,li l TEST HOLE + �' LOCATIONS ARE + SITE PLAN"" APPROXIMATE (! 1"=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/17/2002 1 5:07 — 6" — 2 5:37 30 4 5/8" 1 3/8" 3 5:38 _ _—_ -- _.4. 6"__ — _. _.._4 6:08 30__._- 11 16"___.---1 5/16"-- 6:09 - 6 ____--5 6 6:39 30 19� PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JASON WOOD COMMENTS: PERFORMED BY AKWWC., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 44 2, lbz-