Loading...
HomeMy WebLinkAboutROSEBERRY PARK ESTATES BLK 1 LT 2Roseberry Park Estates Block 1 Lot 2 #050-315-27 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page l of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: ®Sf 13 1 !-( PID Number: ®S® 315 Z7000 Dwelling: Single Family (SF) El Duplex (D) El Multiple (SF and/or D) Project: � ew ❑ Upgrade Name: rr lGh0.�iYe ABSORPTION FIELD Address t a p hallow Trench 4 Bed ❑ Mou El Deep Trench Snd -'iv.,ri { Other �C"— We44. Phone � p�^ ,s?d d.d ^'T �� Number of Bedrooms Number 4 Soil Rating ',1/ 1 mforiginalgrade Total depth fro6a-77, 6a +o f gf 175- L!�(��l'"I GPD/SF 6 G+ Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade b Ft. Gravel depth beneath pipe Ft. Subdivisiory Block Lot„ Fill added above original grade :5 " 3_60 Gravel length Ft. a\r G5 r0.1e Z TownshipRangeSection /4 \A) -7 Gravel width S Ft. Beds: Number of Lines Distance between lines f }' Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ftp ' �r A Ft. Well /Z5 IF 14_0x // IDoI '� TANK L�El S.T.E.P. ❑ Hoklin9 E] Other Ma[nnufacturer Capacity a-' � VS0 Gal. r Surface Water (oar{- ' a�C����' Material Number of compartments Lot Line +01 Foundation 10' 35 t � � LIFT STATION cturer Cap acity Gal. Curtain Drain ; X % Remarks Is O-�-v�Z4 11 X} ,` / t Pump on level at in off level at High water alarm at in. lsac(L_ Gty-#.fVVl4.G([., Pump make an at Electrical Inspec N erformed by Installer (( �r{�/�C•,-. raankto PIPEXA House to tank PVC- drainfield ✓L 56v44111 -VS QM.A D•3D*Drainfie1d QVC. C01MT pelt Inspector (,Y. BENCH MARK (Assumed elevation) 160 ft Inspection s, dates: 1 [ 2"" Location and descr' tion ray 00 \ ( (-)I yjxQ' ti 15 µ't WL f + �YJI.�tC 3itl 9 I 4t6 YL"V- . Li.e 1 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL OF44 Conditional Approval: Date ®t11 i TH;, X..:... . ......... ® GR GORY ALAN •`. =+d • S�r�s .EBERLE t CE 9254 ����'•7-1i- atm ilk Approved Date �S� %0, Inspection Report_9-1-12.doc -I III 2 �I jl I 11 11 Ij I�j I I I 20.E 3 4 5 1 1 S oRA/ q O �P�0 1 EASEMENTON LINE �sFNr \ \ ops �"O' UTILITY EASEMENT II I 1 I 1� 15' TELECOM & II I I BLOCK I ELECTRIC II I I ® MOUNTAIN MANOR EASEMENT SUBDIVISION —_--- OUTLOOK CIRCLE I I NOTE: LOT ANDROUNDING SEPTIIC SYSTEM WELL LOCATIONS BASED ON I I MOA ON—SITE LASER FICHE WEBLINK SITE RECORD DOCUMENTS. II 1 1,30' SECTION LINE EASEMENT 15' TELECOM & 1 Imo -ELECTRIC EA 1 _4 EASEMENT �15'TELECOM & ELECTRIC I1 EASEMENT it S I II 10 II I-1--5' BUILDING SETBACK I 1i 11 I GRAPHIC SCALE roc o so 100 1 inch = 100 feet SEPTIC ON—SITE — — — — --r /O^ WELL lO — — 2 BLOCK I ROSEBERRY PARK ES TA TES 09T 8 15' TELECOM & ELECTRIC 5' SNOW EASEMENT STORAGE — — — — — — — —EASEMENT - — — — LEGEND O SEPTIC SYSTEM LOCATION ® WATER WELL LOCATION — — — — — — PROPERTY EASEMENT 3 7 /����� of . A%s1�1 ' 49TH Gregory A. Eberle.: .4 CE9254 LOT 2, BLOCK 1, ON—SITE SEPTIC �3 Ro�oey 1111®eylasosiatosE inc. ROSEBERRY PARK ESTATES CrreCItIO ErCirrrrs a lrrrrnrr PLAT 2005-155 09/08/14 1 FIGURE 1 -------------------- I OUTLOOK 1 CIRCLE LOT 1, BLOCK 1 MOUNTAIN MANOR _ _ _ _ _ _ _ _ 15' TELECOM & SUBDIVISION S89'23'20"E 236.92' ELECTRIC EASEMENT # T TC1 C2 0 o C3 TC2 C A D � WELL 00 C4 B EXISTING o TEST PIT HOUSE E N LOCATION C w I C5 m 35' \ N MT O v O LEGEND ADJACENT PROPERTY LINE PROPERTY LINE — — EASEMENT LINE • CLEANOUT EXISTING WELL 2 BLOCK I ROSEBERR Y PARK ES TA TES SWING -TIE TABLE HOUSE CORNERS A B C D E WELL – – – 20.5' 21.6' C1 4.4' 27.1' – – – TC1 13.8' 29.3' – – – TC2 20.6' 27.5' – – – C2 23.2' 27.6' – – – C3 25.5' 27.7 – – – C4 – 59.3' 80.8' – – CS – 38.2' 34.6' – – MT – 38.8' 35.3' – – 236.99 poi GRAPHIC SCALE 40 o w 40 I tach = 40 feet on r rn N O O !n 3 ofAL�s111 r* ..• 49TH •: y*I ....�.................... 04:' -Gregory A. Eberle I'o't, CE9254 •' o ' ki R'ofeasiotts�.� LOT 2, BLOCK 1, SEPTIC $edieyP.KiomASS06ignilL ROSEBERRY PARK ESTATES AS -BUILT Oaaltin Eaaluan a Earrnarr PLAT 2005-155 09/08/14 FIGURE 2 4.5' ��• I z, ,y Y% ri 86 in U OW Ld F ax J J z n V) LL tp c 3 to ZU CA do N x Q W (� S tQ to m N m Qb y U K Ww o- S� 0 U 5 0 0 w z z z u) V) 0 n 0 z 0 c� 0 Lu V) z 5 U U 00 $ Z Cj J 0T 0 WN i () A ..L��` .......... 96111 49M 1 / �. N�..... ... . .... . ......... 7L. 8k6.Gregory A. Eberle: mGRAPHIC SCALE5 10 0 r+'�°rs'•. CE9254 L••' �q//� 10 0 4,rofesai�� 1 inch = 10 feet LOT 2, BLOCK 1, SEPTIC AS -BUILT R�dnPyP. Ki®ne�Aiates,mc. ROSEBERRY PARK ESTATES PROFILE Bnsalti66 EaBINRY aBBYYBYRI PLAT 2005-155 72/11/14 FIGURE 3 ^110TA10 LOT I LOT 10 1 i �U�©iY��t®� �r MANOR LOT I i OUTLOOK CIF e I LOT 9 I LOT 8 1 t PLOT PLAN _ AS BUILT X SCALE 1` a 40' GRID NW 154 Project No. 13-243 LOT 3 Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 907) 522-6476 Phone Registered Land Surveyors 907) 522-4625 Fax OF qt`s kenOlongeurvey.com / jonathanOlangsurvey.com W ...•^•••.., .c�s I hereby certify that I have surveyed the following described property: IAT 2. BLOCK 1. ROSEBERRy PARK ESTATES (PLAT 2005-155) * 49 Anchorage Recording Dlshict. Alaska, and that the improvements situated thereon are ............. .. ....... within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed promises and that there ars no roadways, transmission lines or other visible I<EYJNEitI G. LANG easements on sold property except as Indicated hereon.'.. ':5 Dated this the I e Day of S of Anchorage, Alaska 4.5-520.•' R is the responsibility of the owner to determine the existence of any easements,�� covenants, or restrictions which do not appear an the recorded subdivision plat. Certified Drilling Log BILL 8, COLE OC CO dba � P.O. Box 670269, 9, ULLIVANWATER WELLS OWNER OF LAND: Michael Quinn ADDRESS: PO BOX 772641 Eagle River, AK 99577 LEGAL DESCRIPTION Roseberry Park Estates Blk 1 Lot 2 .DATE: 4-24-14 PERMIT NUMBER; OSP131466 DATE OF ISSUE: 1-14-14 TAX IDENTIFICATION NUMBER 05031527000 Is well located at approved permit location: Zyes LjNo Method of Drilling: ®airrotary ❑cabletool Depth of Well: 400 feet Casing Type: Steel wall thickness 0,25 inches Diameter: 6 inches, depth 84 feet Linertype Static Water Level: 68 feet Recovery Rate 1 Z gpm—1 gph Method of Testing Air Well Intake Opening Type: LJ open end open hale ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 00 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: Myes no Method of Disinfection: Chlorine 50 PPM Comments: Depth From To 0 2 Casing Stickup 2 4 Fill 4 7 Overburden 7 24 Sand and Gravel tight 24 83 Sand and Gravel tight with Clay 83 140 Bedrock Gray 140 165 Bedrock Black 165 210 Bedrock Gray 210 230 Bedrock Black 230 268 Bedrock Gray 268 293 Bedrock Hard Green 293 364 Bedrock Gray 364 378 Bedrock Soft/Fractured 378 400 Bedrock Gray Drillers Name: Bill & Cole Sullivan 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. ARCTIC PUMP & WELL INC. a Jim Sullivan r7 Box 770197 r Eaglele River, AK 99377 uus r aav = (907) 688-2510 (907)243-2282 Pump Installation Log Well Drilling Permit Number: osp131466 Parcel Identification Number: 05031527000 Date Of issue: 1/14/2014 Legal Description Roseberry Park Est B1 L2 Property Owner Name Address: Quinn Construction Lot: 2 PO BX 772641 Block: 1 Eagle River AK 99577 Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitiless Adapter Burial Depth: Pitiess Adapter Manufacturer's Name P@less Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: Comments: production 3.4 GPM after fracture Pump Installer Name: Arctic Pump & Well, Inc. Saturday, November 29, 2014 10/18/2014 381 Feet Franklin Constant Pressure System: 10SDQP-1.5HP-N 1.5 HP 11 Feet B-10 u/k Yes Chlorine 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: OSP131466 Tax Code Number: 05031527000 Work Type: Welseptic Permit Effective Dates: January 14, 2014 to January 14, 2015 Design Engineer: RODNEY P KINNEY ASSOC INC Subdivision: ROSEBERRY PARK ESTATES Site Legal Address: Owner/Address: Site Mailing Address: ROSEBERRY PARK ESTATES BLK 1 LT 2 G:0154 MICHAEL QUINN CONSTRUCTION INC PO BOX 772641 EAGLE RIVER AK 995772641 18548 OUTLOOK CIR, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: Total Bedrooms: Y Private Well N Water Storage 47749 4 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. 11 A Received Issued By: /'/5 MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-315-27 Property owner(s) Mike Quinn Mailing address PO Box 772641 Site address Outlook Circle, Eagle River AK 99577 Day phone 907-694-4955 Legal description (Sub'd., Block & Lot) Roseberry Park Estates, Block 1, Lot 2 Legal description (Township, Range & Section) T14N, R1 W, Section 7 (NW4) Lot Size 47,749 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field x❑ Initialx❑ Single Family (SF) (w/wo ADU) Septic Tank ElUpgrade ❑ Duplex (D) Holding Tank ElRenewal p k Multiple Dwellings `m Privy ElU L) (SF and/or D) Private Well ❑x DEC a 2013 ` Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. x❑ A Permit/Rush Fees: 530 � &7 "— Waiver Fees: _ Date of Payment: t2 Iai7I2013 c�`t° Date of Payment: Receipt Number: rl o8toq Receipt Number: Permit No. oec'e lllo� Waiver No. Permit App_:- :- : L.:c Rodney P. Kinney Associates, inc. 8613111111 Episssrs a silfwOv1rs December 11, 2013 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Attention: Mr. James Crewdson, P.E. Subject: Lot 2, Block 1, Roseberry Park Estates Subdivision Septic System Design Permit and Well Permit Application Dear Mr. Crewdson: We respectfully request your review and approval to construct the subject well and septic system. Attached to the application sheet, including this letter and sizing and specifications requirements are the following documents. 1. Figures 1 and 2, Site Plan and Septic Design Plan stamped and signed by a licensed professional engineer. 2. Design and calculations stamped and signed by a licensed professional engineer, four sheets. 3. Results of soils, percolation, and water table test stamped and signed by a licensed professional engineer. 4. Site Plan provided by Owner. This septic system design is for a four-bedroom home to be served by a private well. We propose installation of a 1250 -gallon septic tank and a wide trench type drain field. The attached Site Plan and Septic Design Plans, Figures 1 and 2, respectively, include the existing adjacent and surrounding property well and septic system approximate locations and the proposed well for this lot as well as the location of soil and percolation test pit used for this design application. No other wells exist within 100 feet of our proposed septic system design. The included percolation and soils identification log reflecting exploration to a depth of 14 feet was performed and stamped by a registered professional engineer in the State of Alaska. The test indicates poorly graded sand with gravel exclusively below the six-inch thick organic layer. The soil percolation rate was faster than one minute per inch. No water oz bedrock was encountered and no water was recorded in a five-month span of monitoring. 16515 Centerlie10 Brice 907.994.2332 a suite 101 0 fag 907.694.1607 Eagle liver, Matte www.rata.net 99577 Lot 2, Block 1, Roseberry Park Estates Subdivision Septic System Design Permit and Well Permit Application Page 2 of 3 The topography is generally sloping variably from northeast to southwest in the west half of the lot and predominantly southward in the east half of the lot. A fill slope elevated slightly lower than the street surface of the cul-de-sac Outlook Circle extends onto the lot occupying approximately the northeast quadrant of the lot; the surface fill slopes gently south. See Figure 2. Surface waters are more than 100 feet from the proposed and alternate septic field locations. This proposed installation and well location create no adverse effects or limitations on existing or future adjacent wells or septic systems under current MOA Code. Please contact us at 694-2332 with any questions or further required information. Sincerely, RODNEY P. KINNEY ASSOCIATES, INC. Greg Eberle, PE Project Engineer OF ��\ d ���........ ALgsr��ll Attachments //0�' / .'•. �. GAE:dlm - �....,�.Gregory ., A. Eberle ..: ' CE9264 Lot 2, Block 1, Roseberry Park Estates Subdivision Septic System Design Permit and Well Permit Application Septic System Sizing The system is for a new construction of a single-family four-bedroom home. Developed surrounding lots are served by on-site septic systems and private wells. Soil percolation rate faster than one minute per inch requires a two -foot thickness of filter material underlying sewer rock gravel and 150 square feet of septic area per bedroom. The septic system design area requirement for four bedrooms is 600 square feet; at five feet wide and a length reduction factor of 0.5 (48 inches of sewer rock gravel below the perforated sewer pipe) the required trench length is 60 lineal feet. Specification Requirements All components and work must comply with the Anchorage Municipal Code and State of Alaska Drinking water Regulations. • Four-bedroom home requires a 1250 -gallon septic tank. Tank will be two-compartment with watertight couplings on inlet and outlet. Separation distances o Five feet from tank to trench, property line, or foundation o Ten feet from trench to foundation, property line, soil or percolation test o Ten feet from tank or trench to water line 0 50 feet from trench to any downgrade slope greater than 25% • Cleanouts as shown on drawings and extending to ground level minimally • Trench and perforated pipe placed level, perforation placed down • Drain rock sized 0.5 to 2.5 inch sizes screened • Insulation of Dow Styrofoam HI or equal type placed two inches thick minimum over sewer rock • Sewer rock placed two inches thick minimum/typical over top of perforated pipe • Two feet backfill minimum over sewer rock gravel with insulation • Finish grade backfill mounded to promote drainage over the trench • Sewer service line slope 2% minimum • Pipe material to be 4 -inch diameter Type PSM PVC ASTM D-3034 0 Tank must be insulated if buried 4 feet or less ill 2 I II �' 14, �, OO OO \20 3 4 5 I SO oRA�Ngc O 0 F�SF Ok � 30' SECTION LINEFNT EASEMENT 40' UTILITY EASEMENT \ II I 15' TELECOM & II I I BELECTRIC LOCK i EASEMENT I I I j MOUNTAIN MANOR — — I I I — — — SUBDI VISION — — — I — — � t\OUTLOOK CIRCLE IlL---------------- \ dQ1E; /----- ---- --- -- ' I SURROUNDING LOT WELL AND SEPTIC SYSTEM I �p0 I O I I LOCATIONS BASED ON MOA ON—SITE LASER FICHE WEBLINK SITE / RECORD DOCUMENTS. I� 30' SECTION LINE BLOCK i \ EASEMENT — I I ROSEBERR Y PARK 15' TELECOM & ESTATES Imo -ELECTRIC EASEMENT IJP 15' TELECOM & ELECTRIC II EASEMENT 7 I OS OS II 90 9 B �t-5' BUILDING SETBACK ® i OF • AL \t ELECTRIC TELECOM & 5' SNOW EASEMENT STORAGE EASEMENT 49TH ...:....................�� .!i� --------- - LEGEND �........ ,. '. Gregory A. Eberle : Va GRAPHIC SCALE ��• '• CE9254 q / roo a so roo O SEPTIC SYSTEM LOCATION 118f��Q,•, I� ® WATER WELL LOCATION \\ ofessic!��_ 1 seen =loo feet PROPERTY EASEMENT LOT 2, BLOCK 1, ON—SITE SEPTIC BedmvP.hieyimciftinL ROSEBERRY PARK ESTATES DnralOn feWorr a farnnrr PLAT 2005-155 12/10/13 FIGURE 1 AS -BUILT TABLE PIPE A B C SC -1 SC -2 TC -1 TC -2 SC -3 SC -4 SC - SC -5 — LOT 1, BLOCK 1 MOUNTAIN MANOR SUBDIVISION S89'23'20"E 236.92' RESERVE SEPTIC AREA, ADVANCED -Am TREATMENT (5'Wx30'Lx48'EFF.) TC -1 � SC-3-� SC -4- SEPTIC f/ ` FIELD 5'7 C 30' 00T TEST j HOLE O SC -6 \ N 35' w d �0' SC -5 N ^O O z GRAPHIC SCALE w 0 20 40 1 inch = 40 feet 0 i / OUTLOOK CIRCLE / 15' TELECOM & o ELECTRIC EASEMENT PROPOSED �A WELL APPROXIMATE \ LOCATION OF EXISTING FILL SLOPE BLOCK 1 ROSEBERR Y PARK ES TA TES S89'01'45"W 236.99' I 8 LEGEND I SC SANITARY SEWER CLEANOUT TC SEPTIC TANK CLEANOUT MT MONITORING TUBE — — — — — PROPERTY EASEMENT 16' IN � • of • AL��1�1 � I ... .. .� ..... ............................. 10 '.Ro ey P. Kinney Jr..' 4 Ilk '• CE7955 ,•'''sq% ROSEBERRY LOT 2, BLOCK 1, ON-SITE SEPUR BERRY PARK ESTATES ®..aline, Eeelue,,, a a.rrer.E, PLAT 2005-155 1/3/14 FIGURTICE 2 `/�/_y`)RPKA Project: 1\o5e�,.rre,- �...r� y{a-�-e� k-( L1' Z- Page4 1 of—4 tt2¢ V Job No.. Date- W R jZ � ! J Rodney P. Kinney 15SOC12.1_eS,_II_IC_. COXSYIIIX6 IX6IXIERB [81RVIYIRS Title: Bir' C MMA/ �.Y/`r. —rrx-.� 4.01 15-0 5F/ I GOEG0"n'I'ALIN s•I' EG.F..e moo/ 91 s deo Z�_�pAW Project. R.,,�' lwnl i"AdK � �eS �iC I Lo L Page- of �RPKA,Job No. Date, lZ- Rodney F. ING MI N Rssscisies inc, Title. Br !✓l t vt t�+"' e^ "^.� ti Z4 M6 " SC 5 Alf AIT N 9$ p u _ r X roc(c wf " kv 1a 7 �sM S�4 It 4 4-. - o > e� G�:i 6 yrs.e.•. i g ASTM P- 303i T �sM •Pvc 'D-3034 ev- cv fla 1.-_ .. -` i STHir , �5® �0 Atj GREGORY AI+N EBF : E Cn;d e t 5. 5 , 0 foo D, z a.r o1 �.3 ply CE a PA f 3 38, i UFEs�t �RPKAJobProject,No.• �PsD-�VIrL} ��� 6�k1 Utz. Poge*, Ef �-IZ41- RotlneYP.Finney Associates, inc. � �( %�6 , � ��os SSI eoxsmnxx ixmxuxs axxvaV oxs -- Title: �I(RgtC 5 1-!^Y`, By, �i,sl� SC 5 G+� �7.y C�, �sfigle #S C- vx ✓� ( Z ry �G 77N - pj. vit f1.7� 2't aui wall to 9 I i i• •i• 6 GREGORY ALM,,EBERrE �' CE 9254 RPKA Project �¢D f�9� 4 C CS G -Q4 5 i LtZ-Page//:_y_of Job No., Dafe`•� Rodney P,KinneYAssociales,in_c. 4� ; LC—B,62 EOXf YlllE6 11161XEEBSt Etl1Y[�EAS Title: S �" , S❑ILS LOG — PERC❑LATI❑N TEST [I Performed For: Lee Coy DEPTH (FEET) Organic Groundwater Observed; None 2 - .� Depth To Water After Monitoring: None 3 - Date of Monitor; 11/23/.03 & 5/1/04 4 - # 5 _ Gross Time Net Time Depth 6 - 1 11/15 0 7 - Q SP/GW 2 8 _ 1 Sand w/ 5" 9 - 0... `::. Gravel i1b 10 7.5" -- 4 11/15 33 1 rein, 5,5" 2" 5 11/15 64 12 - 8" -- 6 13 - 65 1 rein, & 14 - 15 - 16 - 17 - 18 - 19 - # Date Gross Time Net Time Depth Net Drop 1 11/15 0 -- 7" -- 2 11/15 1 1 Min, 5" 2" 3 11/15 32 -- 7.5" -- 4 11/15 33 1 rein, 5,5" 2" 5 11/15 64 -- 8" -- 6 11/15 65 1 rein, 6" 2" 20 - 21 - Percolation Rate; 0,5 rein./inch Pre -Soak Seeped Away In Under 10 Minutes Perc Hole Diameter = 6" Test Run Between 3' and 4' 1 jgPerformecl in Accordance with ,All State/Municipal Guidelines in Effect OFn • NOR THRIM TESTH❑LE LOG T. H. �0 ENGINEERING '•*:49Ri * 77237 Bear F'ow Circle SM. Ave Eagle River, Alasko 99577 �uj iE GEOTECHNICAL °°t9 b"'5/L/-702t'',� GE /05 120 of 29 E