HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 1 LT 4-,mv, 120 AS -BUILT DRAWING PARCEL ID NUMBER: �iSPiD1209 017-432-29 TH#2 / / Cp2MT cab \ TH#3/ M \ jA\ ON i cn ry w 0 Z Q it l r SIC v0\0S ` 100 WE \ MOUNTAIN PARK EST. S/D #2; LOT 3, BLOCK 1, \ \ / 10.3 A B 22.88 ST2 33.92 33.14 DBL1 39.94 39.53 DBL2 41.52 41.19 SPL 46.42 45.19 C01 55.01 46.63 MT1 52.40 48.86 CO2 50.71 56.99 MT2 49.89 55.54 FCO 13.78 10.3 5T1 29.03 22.88 ST2 33.92 33.14 DBL1 39.94 39.53 DBL2 41.52 41.19 SPL 46.42 45.19 C01 55.01 46.63 MT1 52.40 48.86 CO2 50.71 56.99 MT2 49.89 55.54 CO3 70.85 62.73 MT3 70.43 63.46 C04 67.08 69.73 C04 68.29 68.65 /NEW 3 BEDROOM HOUSE TH#1 N FCO / , N� B /// / e e NEW 1000 'G.SLLON SEPTIC TANK NEW WELL O�SPUTTER Ir 100' WELL RADIUS II' NEW DRAINFIELDS I `7 \ 1 1 MOUNTAIN PARK EST. S/D #2; LOT 5, BLOCK 1, �I W W Q V) J J in GARNESS ENGINEERING GROUP, Ltd. o°O* CONSULTANTS & GENERAL CONTRACTORS - ....... 3191 E WM ROAD. SURE 101 • MICHORAOE. M( 99507 � PHONE (907)W-6179 • FM (907)306-32M � N£H69E: wwW.9omaa,e,gimerin9•wm a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MARK HOLUM 349-1003 2 OF 3 LEGAL DESCRIPTION: DRAWN BY. G OO i4f MOUNTAIN PARK ESTATES S/D #2, LOT 4, BLOCK 1 pp` TYPE OF WORK: DATE: AS—BUILT DRAWING OF NEW SEPTIC SYSTEM 2/25/2011 (Rev. 01105) y A. arnes5: CE -7$53 'Oro f es sl0� oma/ 'PERMIT .NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: OSP101209 017-432-29 FINAL GRADE = 101.54-101.65 ST1 ST2 TOP OF TANK� TOP OF TANK AT INLET = 97.27 r� / AT OUTLET = 97.27 TH#2 NEW 1000 GALLON INVERT OF BUNG SEPTIC TANK AT INLET = 95.66 WEST TRENCH FINAL GRADE = 99.07-101.65 FINAL GRADE _ r ORIGINAL GRADE 98.56-99.74 I = 97.75 FABRIC INVERT OF PIPE = 93.82 ::j i BOTTOM OF • TRENCH — •••d••�!• it iiiiii•�87.75 •• •••••�•i••, ELEVATIONRELATIVE OF BOTTOM OF • F 2 OF BUNG T = 96.48 EAST TRENCH ORIGINAL GRADE TH#2 F = 99.21 r-1 FABRIC INVERT OF PIPE = 95.21 BOTTOM OF TRENCH = 89.21 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 82.71 (DRY) GARNESS ENGINEERING GROUP, Ltd. *"?'--149-1 CONSULTANTS & GENERAL CONTRACTORS 5701 E NOOR ROPO, SUIS 101 • ANCHORAGE, M 99WI • PHONE (90»331-6179 • FA (907)336-3P46 • W M' wwgGn n9ln dn9•� O PREPARED FOR: PHONE NUMBER: PAGE NUMBER:..... ""' Q..y MARK HOLUM 349-1003 3 OF 3 Q P f A - Garn s : LEGAL DESCRIPTION: DRAWN BY: Qo 4p s MOUNTAIN PARK ESTATES S/D #2, LOT 4, BLOCK 1 A.J.G. TYPE OF WORK: DATE: 4��ofessloo O�OOo��oo PROFILE AS -BUILT OF NEW SEPTIC SYSTEM 2/25/2011 ', 01105) Alpine Drilling & Enterprises Well Log Permit Number: #SWOSP101209 Date of Issue: 9-30-10 Parcel Identification Number: 01743229000 Date Started: 11-1-10 Date Completed: 11-2-10 Is well located at approved permit location? x Yes ❑ No Legal Description: Mountain Park Estates #2 Blk 1 Lot 4 Property Owner Name & Address: Mark Holum PO Box 111932 Anchoraqe, Alaska 99511 Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling x air rotary ❑ cable tool Casing type: steel Stick-up 0 2 Wall Thickness:.250 inches Organics &silt Gravelly silt 2 3 3 10 Diameter: 6 inches Depth: 18 feet Liner Type: Diameter: inches Depth: feet bedrock 10 248 Casing stickup above ground: 2 feet Static water level (from ground level): 31 feet Pumping level: 248 feet after 12 hours pumping 1_2 gpm Recovery Rate: 1_2 gpm Method of Testing: air-lift Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite grranuZes Volume: 4 bgs Depth: Start 0 feet Stopped 50 feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP101209 Tax Code Number: 01743229000 Work Type: WellSeptic Initial Permit Effective Dates: September 30, 2010 to September 30, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MOUNTAIN PARK ESTATES #2 Site Legal Address: MOUNTAIN PARK ESTATES #2 BLK 1 LT 4 G:2839 Owner/Address: GROSSMAN KIMBERLY 3231 MICHIGAN AVENUE ANCHORAGE AK 995161448 Site Mailing Address: 12700 Hillside DR, Anchorage This permit is for the construction of: Lot Size in Sq Ft: Total Bedrooms: CJ r2. 7 - j o //: 3 O 22464 3 Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The groundwater elevation shall be monitored prior to construction of the drainfield. If 4 feet vertical separation between groundwater and the bottom of the drainfield cannot be maintained, construction shall stop until an approved change order is issued. The groundwater elevation shall be submitted with the final inspection report. l 0/ZCl o S y5 fe,_, Icy /�e� /Ne✓ i'( ✓7N�r z �Cfjt i�.2 f( ThGL'YY2L T C't":II �C?Gi-[�7C:i . 14�GA6�f7L'fG', 1 e.ejek Received B Issued By: Municipality of Anchorage ��.. ' Development Services Department Building Safety Division :-. On -Site Water & Wastewater Program E?' 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 OSP Io 120' Parcel I. D. 017-432-29 Property owner(s) MARK HOLUM Day phone 349-1003 Mailing address PO Box 111932 *ANCHORAGE AK Site address NHN SAUNDERS ROAD *ANCHORAGE. AK Zip Code 99511 Legal description (Sub°d, Block & Lot) MOUNTAIN PARK ESTATES #2 BLOCK 1. LOT 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 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:,'-') U # 00 Date of Payment.- Receipt ayment:Receipt Number: -� (Rev. 11/05) Waiver Fees: Date of Payment: Receipt 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 Renewal Date Issued: May 06, 2009 Expiration Date: May 06, 2010 Permit Number: SW090050 Parcel ID: 017-432-29 Legal Description: MOUNTAIN PARK ESTATES #2 BLOCK 1 LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN SAUNDERS ROAD Owner Name: KIMBERLY GROSSMAN Lot Size: 0 SQ. FT. Owner Address: PO BOX 110369 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99511 - This permit is for the construction of: Disposal Field Septic Tank E]Holding Tank E]Privy ❑✓ Private Well E] 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+eated to prevent freezing__ --- 6/ZZ�( -see- __Z2_ Ds/�IDIzD�. Received By: ,.� e-�. i� -��2�Date: Issued By '' '/fir'' //? Date: 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 Date Issued: May 07, 2008 Expiration Date: May 07, 2009 Permit Number: SWO80042 Parcel ID: 017-432-29 Legal Description: MOUNTAIN PARK ESTATES #2 BLOCK 1 LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: KIMBERLY GROSSMAN Owner Address: PO BOX 110369 ANCHORAGE, AK 99511 - Site Address: NHN SAUNDERS ROAD Lot Size: 22464 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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___ overed, se and hea o prevent freezin rq i 6r r /zzhl os'a /C I SYSte.kis See .%' Received By: � Issued By: Date: Date: og August 31, 2010 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 Well and Septic System for Mountain Park Estates #2; Lot 4, Block 1, To whom it may concern: The proposed 3 bedroom house is to be served by a private well and septic system. We are proposing to install a 1000 gallon septic tank and dual deep trench type drainfield. Three test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of these 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 attached design drawing the average topography below the drainfield is a 1-5 percent slope running approximately east to west.. We are unaware oflany adverse impacts this installation would have on adjacent wells or septic systems. If you have any gtle tions, please contact us at 337-6179. Thank you for your assistance. i ncely, �re1, Cripess, P.E., M.S. t NOTE. ,"Attached is a site plan drawing, a design drawing, one soil log, which are allpart 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 * Website: www.gamessengineering.com I I MOUNTAIN PARK EST. S/D #2; LOT 1, BLOC�_8r — I I /� I I / I I � SEPTIC / — — AR�/ r L 100' WELL RADIUS MOUNTAIN PARK EST. S/D T 2, BLOCK 8, #2; LOT V I \ /I I MOUNTAIN PARK EST. S/D SI I #2; LOT 3, BLOCK_ 8, II I CSEPTIC >� II kI I ARLAD I I\ I LOT 4, BLOCK 8 MOUNTAIN PARK EST #2 \ (SERVED BY CLASS -C- C"\ ,WELLTED ON Loi 3) � � �C — / I I MOUNTAIN PARK EST. S/D I #2; LOT 5, BLOCK 8, CPTIC ARER 1 I e MOUNTAIN PARK EST. S/D \ I #2; LOT 1, BLOCK 1, I\ I I I� F L \ I MOUNTAIN PARK EST. S/D I \ \ I #2; LOT 2, BLOCK 1, I \ LLJ CSEPTIC \ I -� I<� MOUNTAIN PARK EST. S/D I #2; LOT 3, BLOCK 1, / w —F 0 01::1(ni O / „H11 # "' / PROPOSED I J \ �I TH sl / 3 BEDROOM n # HOUSE I \\ Uli/ I �i I DWELL A IU I I \I DITH#3 RgROSED FS \ I SEPTIC` \SYSTEM QI MO#2;TLOT 5,PARK BLOCK 11. I j� i \ — SOUTH PARK DRIVE / l i I �- �TESTHOLE LOCATIONSI ARE APPROXIMATE FROSTAD S/D; LOT 1, MOUNTAIN PARK EST. S/D / MOUNTAIN PARK EST. S/D I #2; LOT 1, BLOCK 3, #2; LOT 1, BLOCK 2, I — — — — — — — — - — — / r—' I I L, s00 G.ARNESS ENGIN.EERINNG GROUP, Ltd. 9 CONSULTANTS & GENERAL CONTRACTORS.,_,­,,� � .... ; .. . 701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507 " PHONE (907)337-6179 • FAX (907)338-3246 ' WESSRE: www.gcmmengineeringx— .• I PREPARED FOR: FOR: PHONE NUMBER: PAGE NUMBER. • •' • ;• • • p...R1j4 MARK HOLUM 349-1003 1 OF 2 �, �i o, Je,, r A. `�.rrhess: LEGAL DESCRIPTION: DRAWN BY: QO s I', ( 79� c�G MOUNTAIN PARK SUBDIVISION #2; LOT 4, BLOCK 1, PNB TYPE OF WORK: DATE: 404aHrofessl6"�\ SITE PLAN FOR PRPOSED WELL AND SEPTIC DESIGN 8/31/2010 (Kev. UT/Ub) DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: 10-15 MIN./INCH PROPOSED APPLICATION RATE: 0.6 I MINIMUM DRAINFIELD SQ.FT.: 750 Iz GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. DRAINFIELD DESIGN: TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD MAXIMUM DEPTH: 10 FEET WITH THIS INSTALLATION, THE ENGINEER, WIDTH: 2.5 FEET AREAWELL DRILLER, CONTRACTOR AND LENGTH: 64 (2 ® 32) � \\PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND EFFECTIVE: 6 FEET AGREE TO ACCEPT THE TERMS AND REDUCTION FACTOR: N/A CONDITIONS OUTLINED. ACTUAL SQ.FT.: 768 \ EWELL : THE CONTRACTOR SHALL HAVE THE MOUNTAIN PARK EST. S/D NORTH AND WEST LOT LINES, AND AL #2; LOT 3, BLOCK 1, RADII FLAGGEDBY A REGISTERED LAND RVEYOR PRIOR TO CONSTRUCTION. .: ,: �• •1-5%.. "PROPOSED.::: 1-5i ,.. :DRAINFIELD- INSTALL DRAINFIELDINSTALL DOUBLE CLEAN OUTS / / C PROPOSED / MT MT 1-5% 3 BEDROOM HOUSE LLJ I IAN ii ii �i 1-5% TH#3 MT M / J CO CO INSTALL _ 1-5q FOUNDATION PROPOSED 100' WELL RADIUS INSTALL CLEAN OUT \ I \ SPLITTER PROPOSED 1000 GALLON ALTERNATE SITE WILL SEPTIC TANK I RAptUS Lv \ REQUIRE AN ADVANCED goo° wE�L DESIGN CRITERIA RESERVE : > \ TREATMENT SYSTEM I, NUMBER OF BEDROOMS: 3 Q \ GALLONS PER DAY (GPD): 450 \ PERCOLATION RATE/S: 10-15 MIN./INCH PROPOSED APPLICATION RATE: 3 U \\ \ MINIMUM DRAINFIELD SQ.FT.: 150 DRAINFIELD DESIGN: Z MOUNTAIN PARK EST. S/D \ \ MAXIMUM DEPTH: 10 FEET 1 #2; LOT 5, BLOCK 1, \ \ WIDTH: 2.5 FEET Q N \ \ LENGTH: 12.5 \ M.O.A. APPROVED SAND FILTER: N/A \ \ EFFECTIVE: 6 FEET h \ \ REDUCTIONFACTOR: N/A SCALE: \ ACTUAL SQ.FT.: 150 _OF4 a� ,r GARNESS ENGINEERING GROUP, Ltd,,., CONSULTANTS & GENERAL CONTRACTORSO.... 3701 E. TUDOR ROAD, SUITE 101 ANCHORAGE, AK 99507 PHONE (907)337-6179 • FAX (907)336-3246 WEBSITE:—g°meseengfneenng.mm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••••. / ••••• MARK HOLUM 349-1003 2 OF 2 O de grey A. Garness. O LEGAL DESCRIPTION: DRAWN BY: O� 9 CZ -7953 c�0� MOUNTAIN PARK ESTATES S/D #2, LOT 4, BLOCK 1 PNB TYPE OF WORK: DATE: 1�oa'°rofesslo oo� r o DESIGN OF NEW SEPTIC SYSTEM 8/31/2010 ��Ooo�o� (Rev. 01/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 * PHONE: (907)337-6179 • FAX: (907)336-3246 • WEBSITE: gameeeengineerii SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MOUNTAIN PARK SUBDIVISION #2, LOT 4, BLOCK 1, PERFORMED FOR: LAWRENCE MCCOY DATE: 2/19/2007 DEPTH (feet ORGANIC TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SM TO GM w/ LENSES OF ML DEPTH TO GROUNDWATER DATE DRY 2/19/2007 DRY .2/20/2007 DRY 12/26 2007 DRY 14 25 2008 (111111'I +TH#2 T+H#1 LLJ i %/% +fH#3 I NR11 • NO WE J IIII'llll C!!S`�`i�ii i = MORA 11 11!1111111 #2; LOT 5, BLOCK 1, ll�� • m :m ---f------------------- 1" = 100' DEPTH TO GROUNDWATER DATE DRY 2/19/2007 DRY .2/20/2007 DRY 12/26 2007 DRY 14 25 2008 DATE READING CLOCK TIME I MOUNTAIN PARK EST. S/D I #2; LOT 3, BLOCK 1, I ' r—� W �N 2 2:10 240 6" 0" +TH#2 T+H#1 LLJ i +fH#3 I (n J � i = MOUNTAIN PARK EST. S/D #2; LOT 5, BLOCK 1, �1 i I I SCALE: ---f------------------- 1" = 100' DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 2/20/2007 1 10:40 — 6" — 2 2:10 240 6" 0" PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. 6 (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: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Lf I.;,, V"6' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SURE 101 • ANCHORAGE, AK. 99507 • PHONE: (9075337-6179 ' FAX: (907)338-3246 • WEBSITE: gameeeengineerii SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MOUNTAIN PARK SUBDIVISION #2, LOT 4, BLOCK 1, PERFORMED FOR: LAWRENCE MCCOY DATE: 2/19/2007 DEPTH — -- (feet) ORGANICS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SM TO GM w/ LENSES OF ML TEST HOLE #2 SOIL CLASSIFICATIONS ' P DRY •R CL • DRY II'II'I1IML DRY ��/�� F.KW.1 2 MH STH#2 TH#1 i LLJ i//iICH 3:10 — � I� • (n 3:40 I SC 2" DEPTH TO GROUNDWATER DATE DRY 2/19/2007 DRY 12/20/2007 DRY 12/26/2007 DRY 14/25/2008 DATE READING i I ' I MOUNTAIN PARK EST. S/D I #2; LOT 3, BLOCK 1, I ' i LLI iN NET DROP (INCHES) 2/20/2007 1 2:40 — 6" — 2 3:10 30 STH#2 TH#1 i LLJ 3 3:10 — � I� *fH#3 i (n 3:40 I J 2" 'J 3:40 � I = — � I 4:10 MOUNTAIN PARK EST. S/D 4" #2; LOT 5, BLOCK 1, ' i i I I SCALE: ---j------------------- 1" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/20/2007 1 2:40 — 6" — 2 3:10 30 4" 2" 3 3:10 — 6" — 4 3:40 30 4" 2" 5 3:40 — 6" — 6 4:10 30 4" 2" 19 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (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: KYLE MAUS COMMENTS: IT IS OUR RECOMENDATION THAT AN ADVANCED WASTEWATER TREATMENT SYSTEM BE INSTALLED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3© C5 oI GARNESS ENGINEERING GROUP Ltd. oG-)�. TH y�0 /j CONSULTANTS & GENERAL CONTRACTORS Q ,t T _ _. _* 0 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK. 99507 - PHONE: (907)337-6179 - FAX: (907)338-3246 • WEBSITE: gameeeengineeiing.co D SOIL LOG - PERCOLATION TEST O ................D -.Jeffrey A. G ness:' LEGAL DESCRIPTION: MOUNTAIN PARK SUBDIVISION 2, LOT 4, BLOCK 1, •.Je � f . CE O PERFORMED FOR: KIMBERLY GROSSMAN DATE: 4/18/2008 OQ 9'm c O DEPTH (feet) _ O�OO�`���60 ORGANICS TEST HOLE #3 1 SOIL CLASSIFICATIONS 2 GW ORG G P ML GM CL 4 GC OL °° o ° o SW MH ase : SP CH 5 SM ,' OH 6 SC 7 8 SM TO GM 9 10 11 12 13 14 15 B.O.H. 16- 17- 18- 19- 6 17 18 19 PERCOLATION RATE 10 (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: KYLE MAUS PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: 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: �={ 130h) qs DEPTH TO GROUNDWATER DATE DRY 4/18/2008 DRY 4/25/2008 4/18/2008 1 2:15 — I I I 1 I I MOUNTAIN PARK EST. S/D I #2; LOT 3, BLOCK 1, I ' I I � W q� 1V I •�T'4 L_i LL 4/18/2008 1 2:15 — 6" — ' STH#2 TH#1 i W 30 4" 2" � I� �fH#3 i — (n — I J 4 3:15 30 I I � 5 I MOUNTAIN PARK EST. S/D � I #2; LOT 5, BLOCK 1, 1 I � I L � 1 I SCALE: � ---y------------------- i� — goo' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/18/2008 1 2:15 — 6" — 2 2:45 30 4" 2" 3 2:45 — 6" — 4 3:15 30 3" 3" 5 3:15 — 6" — 6 3:45 30 3" 3"