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HomeMy WebLinkAboutHULTQUIST LT 1AHultquist Lot 1 A #015-272-92 Municipality of Anchorage eful L Q NbIV Community Development Departmentn 3 1V On -Site Water and Wastewater Program -L -L liq 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP101234 PID Number: 015-272-80 ❑✓ New EJ Upgrade Name: Josh Pepperd ABSORPTION FIELD ❑ Deep Trench ❑✓ Shallow Trench ❑Bed E] Mound Address ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.0 GPD/SF 8 Ft. LEGAL DESCRIPTION Depth to pipe invert from original gradeGravel 4 Ft. depth beneath pipe 4Ft. Subdivision Block Lot HUltquist 1A-1 B Fill added above original grade 0 Ft. Gravel length 1 80 Ft. Township Range Section Gravel width 5Ft. Beds: Number of Lines 1 Distance between lines 1 -FL SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenchesDist. between trenches From Tank Field Lift Station Tank Line 800 Fe 1 -Ft. Well 247.3 240.0 NA NA 185.9 TANK i] Septic ❑ S.T.E.P. [:]Holding ❑ Other Manufacturer Anchorage Tank15000a1. Capacity Surface Water 100+ 100+ NA NA Material Number of compartments Lot Line 38.8 25.0 NA NA Steel 2 NA Foundation 63.3 55.3 NA NA LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ NA NA Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPEMATERIAL Housetotank CI Tankto drainfield PVC Eagle Glacier Excavating Drainfield PVC CO/MT PVC Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 100ft Inspection 6/10/2011 a dates: 1 2^ 6/10/2011 Location and description Td 6/11/2011 4'" Garage Finish Floor COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp � Conditional Approval: Date li �teVen •IC' `Pannone• CE 8149 .gig 10Approved Date 3 Inspection Keport_1-1-12.doc � |fflffl- ago 18-1 NEW WELL- A -11D RESERVE FIELD (P) NEW NEW PRIMARY FIELD Tl 57 10.5 2/15/12 FC 49M I =60 e- 015-272-80 NEW 1500g SEPTIC TANK (5EIR) 8-2 FINISHED 0 GRADE Lj 18-1 NEW WELL- A -11D RESERVE FIELD (P) NEW NEW PRIMARY FIELD Tl 57 10.5 NOTES: PAMONE EKG SVC, U.0 DRAWING"p.V.BOX }Ul354ANCHORAGE, AK99518 PHONE (807)272-O218 FAX (907)272-82i1 HU[TQU|3TS/D, LOTS 1A AND 1B JOSH PEPPERD 6140 AZALEA DRIVE PLAN ANCHORAGE, AK 99516 | | —�25.0 �� � -EXISTING ZV% SLOPE 2/15/12 FC 49M I =60 e- 015-272-80 NEW 1500g SEPTIC TANK (5EIR) 8-2 NOTES: PAMONE EKG SVC, U.0 DRAWING"p.V.BOX }Ul354ANCHORAGE, AK99518 PHONE (807)272-O218 FAX (907)272-82i1 HU[TQU|3TS/D, LOTS 1A AND 1B JOSH PEPPERD 6140 AZALEA DRIVE PLAN ANCHORAGE, AK 99516 | | —�25.0 �� � -EXISTING ZV% SLOPE 2/15/12 49M I =60 e- 015-272-80 PERMIT NO. SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 5 BR HOUSE NEW 1500g SEPTIC TANK, 5 -WIDE TRENCH, TOP SOIL AND SEED MOUND. 4. GROUNDWATER WAS NOT ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE. -0.5 87.2 11 87.2 -4 GM/ 4.0 0479.2 5 83.7 83.2 ML 4.0 -8 II SW 10.0 -18 BOH 69.2 No groundwater M O monitored Z)z zoof M o > > o~w O O w aaW QQ aa Q Z O U O J J J Q J O U 5 Q NEW 1500 83.6 SEPTIC TAI ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TS&V TOPSOIL & VEGITATION TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER (E) EXISTING (P) PROPOSED (N) NEW 83.4 87. M 0 -w � x2 O 0C) aaZ Z W O 0 :2Q U 7 '4" Dia Perf Pipe F810 HDPE PROFILE TRENCH 80 LONG, 4' DEEP, 8' T.D. DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE: 1,500 g PERC RATE: <1 MPI APPLC'N RATE: 1.0 GPD/SF AREA RQD: 750 SF SYS. TYPE:5-WIDE TRENCH, 4' ED FR=0.50. MIN LENGTH=75 LF USED: 80 LFx5' Wx4' ED; 8' TO TOTAL AREA: 800 SF LEGEND W WATER LINE/ WELL RADIUS — SS — EXIST'G SEPTIC — SS — NEW SEPTIC CHAINLINK FENCE . . . . . . . . . LIMIT OF FILL NOTES: T C .�, OF gCXlh Date RECORD DRAWING PANNONE ENG SVC, LLC 1 2/15/12 P.O. BOX 102954 ANCHORAGE, AK 99510 ;:*Ie •" .. '• 9S �� PHONE (907) 272-8218 FAX (907) 272-8211/rcop fy+A scale `... .. . .... P.I.D.NO HULTOUIST S/D, LOTS 1A AND 113 .......... 015-272-80 JOSH PEPPERD ' Steven R. Panno e PERMIT N0. ' . CE 8149 6140 AZALEA DRIVE t♦� 0..• r OSP101234 DETAILS ANCHORAGE, AK 99516 Sheet 3 OF 3 MAR -6-2012 11:398 FROM: TO:2728211 P.2 4 IK -T % Dri Ong; Inc. Warr Pua!P Semire Well Log AUCLM C, Drilling Started: 06r06 ;201 I Cumptered:06 t09 /2011 CitvJBorough: Sulxlivision: BLOCK I LOT I Properly Owner Name & Address: Joshua M. Pepperd Anchorage I Hultquist G:26351 I 1 1 3400 E. 112th Ave. Meridian Township Range_. Section% of �/a of i/ »f %a ___..._....,_....,._.. _�. _...._....... ..___—.. BOREHOLE DATA(from top of casing)Depth Drilling merhod: (X) Air rotary { ) Cable tool, Otber Material: Type, Color & wetness From To _ Well usc; ( ) I ublic su t I , ' I P y (X) Domestic, Uthcr T stickup 0 2 Depth of hole: 261 tl,Casingstickup:_ 2 It: Casing type: steal_ _ Thickness: inches sand & gravel 2 19 __250 _. Casing diameter.—, 6— inches Casing depth:,_257— ft Liner type: - Diameter: !inches Depth: - R silty sand & gravel 15 30 Static water (from top of casing): 126 fr tin 06! 09 i2011 Pumping level & yield: foci. after _.. hours at_ gpin sand 30 68 Recoveryr,dc: 125+ gpm, Method of testing: airlift Development method: airlift Duration: 1 hour clay 68 86 Wolf intake opening type: ( ) Open end. ( ) Open hole, Othes_Qr_getl Screened: Start: 251 R, Stopped-...... 261 silt & roojand 86 130 Screen rypc:Johnson S.S. Slovmesh size: .100 .Perforated:Start: - ft,Sropped:TIf grey siltyel w/ H2O 130 155 Stun: _ 11, Stopped: - r Note: ........................... .......................... clay w/ ro 155 160 Grout type:.__ bentonite volume - Depth; from ground surface grey siltyl w/ H2O 160 180 Pump intake depth: ___ _ __ ft Pump sizc: hp, Brand name: clay 180 183 Was well disinfected upon completion? (X) Ycs. ( ) No Mcthodofdisinfcction:CialCl.Urr1.H. achloriie.(.Chitarina.)... silty sandle H2O 183 202 Driller comincnrstdisc lainrcrs:............:................................................ moistsilt ravel 202 218 ...._..... .......................................................... -....... ..... ........ ........................... .................. ._........ _.................... -......... .................. ................. ........ .................... ................... I ....... ...... coarse gravel w/ H2O-159pm 218 238 Well driller name:. Johnny 1 Company name:... Hefty .Drilfngt, incl. ...................................... coarse gravel w/ H2O-60gpm 238 250 Mailing address:..., AkUla Dr; City: _Anchorage _ state: A& zip 99516 coarse gravel w/H2O-125+gp1 250 261 Phone number:( 907 ) 345 _ 0593 fax:345-4700 Drillers signature: Municipality of Anchorage Development Services Department Building Safety Division Ort -Site Water and Wastewater Section 4700 South Bragaw St. P.O. Box 1.96650 Anchorage, AK 99519.66$0 www.ntnni.org/onsite (907)343-7904 ttention: Property'owner shall provide a well log to the DSD within 60 days of well completion. Permit Number: OSP101234 Date ot'Lssue: 4pril / 01 /2011 Parcel Identification Number. Is well located at approved permit location?( x) Yes or ( ) No Pump Installation Log LaCATQN: %i�j�gu;,d- 5L,-6, Lai 1 6:4o: NMTFs );L?k e erd— ABW DAM CASING _ r S" KU CASM go I& Ty" 5Ltrd CASED HOLD FrmnD Ta p2'i 7 INTAKE STRUCTURE: Tpo Ya✓1 Ep{ From To -2 6/ OPEN NOTE: From - To C01MENt5: well was disinfected upon completion. method: calcium hypochlorite. DriCC'ng, Inc.410 'Water 'WeCCand Pump Sen'ue Anchora0e, ACas(za (07) 345-0593 T'd i>asaza:ol :woad d6E:tii 2TO2-9-8tiw lay i Pitless Adapter Manufacturer's Name: may -14y � as w - iPitless Adapter Installer: Ae4�,��,'gS� J � © o r r PUMP TYPE 54bmc.+;I�ji� ®i t- �— .i YALE �rrH, 01 g1 S ci mom yu S Sy -iii, C-6 sEaTu i• A.ro s + motor � aRDP TYPE: TI" s v, Conation G POTTER CAOLC rge tS ConWtkn ITMECTRIM. Volts X30 WATER TMRC Tps tNr 04 Ire 1 S" KU CASM go I& Ty" 5Ltrd CASED HOLD FrmnD Ta p2'i 7 INTAKE STRUCTURE: Tpo Ya✓1 Ep{ From To -2 6/ OPEN NOTE: From - To C01MENt5: well was disinfected upon completion. method: calcium hypochlorite. DriCC'ng, Inc.410 'Water 'WeCCand Pump Sen'ue Anchora0e, ACas(za (07) 345-0593 T'd i>asaza:ol :woad d6E:tii 2TO2-9-8tiw scs SGS Ref.# 1120602001 Client Name Pannone Eng. Srv. Project Name/# HULTQUIST LOTS IA -1B Client Sample ID HULTQUISTLOTS IA -1B Matrix Drinking Water Printed Date/Time Collected Date/Time Received Date/Time Technical Director 03/05/2012 16:50 02/27/2012 14:15 02/27/2012 14:35 Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date hut Metals by ICP/MS Arsenic 7.11 5.00 ug/L EP200.8 C (<10) 02/28/12 02/29/12 NRB Waters Department Total Nitrate/Nitrite-N ND 0.100 mg/L SM20 450ONO3-F B (<10) 03/05/12 CMA Microbiology Laboratory E. Coli Negative 1 100mL SM21 9223B A 02/28/12 SDP Total Coliform Negative 1 100mL SM21 9223B A 02/28/12 SDP 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: OSP101234 Tax Code Number: 01527280000 Work Type: WellSeptic Initial Permit Effective Dates: April 01, 2011 to March 31, 2012 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: HULTQUIST Site Legal Address: HULTQUIST LT 1 G:2635 Owner/Address: PEPPERD JOSHUA M 6140 AZALEA DR ANCHORAGE AK 995164373 Site Mailing Address: 3400 E 112TH AVE, Anchorage Lot Size in Sq Ft Total Bedrooms: This permit is for the construction of: 73207 4 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 Engineer SHALL perform additional percolation tests prior to construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system shall stop pending On -Site review and approval. Special Provisions: This permit has been issued prior to the plat being recorded, which is in the final stages of the recording process. All construction implemented prior to the final plat being recorded shall be at the owner's risk. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division DATE: April 1, 2011 TO: Land Use Review — Sonnet Calhoun Onsite Services — Jay Crowdson, P.E. CC: Ross Noffsinger, P.E., Manager — Engineering Services FROM: Sharon Walsh, P.E. Deputy Director, Development Services Acting for Jerry Weaver, Director, Community Development SUBJECT: Building Permit 11-1010 Authorization to issue permit prior to Final Plat Recording This is to document. that I agreed, at a meeting on March 31, 2011, to authorize release of a building permit for the Peppard residence/hangar upon verification that the final plat for S-11836-1 Hultquist Subdivision, Lots 1A & 1 B has met all approval conditions and is in the final stages of recording. All other conditions relating to the approval of the building permit must be addressed prior to release of the permit. Sharen A. Walsh, P.E. Acting for: Jerry T. Weaver, Jr. Director, Community Development if Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program Septic Tank 4700 Elmore Road Holding Tank P.O. Box 196650 Privy Anchorage, Alaska 99507 Private Well www.muni.org/onsite Water Storage (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-272-80 Property owner(s) Josh Pepperd Day phone Mailing address 6140 Azalea Drive Zip Code 99516 Site address Cange Street Legal description (Sub'd., Block & Lot) Hultquist S/D, Lots 1A and 1B Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (® all that apply): Absorption Field El Septic Tank 0 Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Code THIS APPLICATION IS AN: Initial 0 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. A . (Signature of property owner or authorized agent) Permit/Rush Fees: 7-3o J Waiver Fees.- Date ees:Date of Payment: / __ �-Z / Date of Payment: Receipt Number: 069 ( (Rev. 11/05) Receipt Number: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com October 12, 2010 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Hultquist S/D Lots 1 A and 1 B Septic System and Well Permit Request Ladies and Gentlemen: I am writing to request a permit to construct a new septic system and well be issued for this property. The proposed systems will serve a new four-bedroom house. Currently the lot is undeveloped. A new septic tank and drain field will be installed east of the existing house and will be sized to handle a five -bedroom waste stream. The surrounding developed lots are served by private water systems. The private wells are located over 100 feet from the proposed soil absorption system. Soils. One test hole was excavated by PES on October 5, 2010. See the attached soil log. Ground water was monitored for over seven days. No ground water was monitored to a depth of 18 feet below ground level after the monitoring period. Bedrock was not encountered in the test hole. Municipality of Anchorage Development Services (MOA) Regulations require accepting soils to have a 2 foot layer of filter sand where there is a percolation rate of less than 1 minute per inch unless a sieve analysis determines an adequate amount of sand exists in the native soil. After analyzing the material it was determined that eighty-three percent of the material passed a #4 sieve. MOA regulations allow a wide drain field system to be installed where fifty-one percent of the soil passes a #4 sieve. It is my opinion, based on the results of the percolation test, sieve results, and overall soils appearance; an application rate of 1.0 gallons/day/square feet should be used, using a conventional wastewater treatment system. 1. Soil Absorption System Design. See Design Drawings sheet 2 of 3 for the design calculations. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The average topography in the area of the proposed septic system is approximately 20 percent based on the survey information in the area of the septic system. 615 East 82"" Ave, C:LOte BC,, Anchorage, Ari -0 1 e lep. rt, r1 e: (9 07) 272-8218 'AX: 907) '272-8211. Page 2 of 2 4. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and there are no further comments received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: lep T- .......... ................. : X I I I I 235.5 T A -2F EXISTING SEPTIC I \ I I I AREAELL(E) A-2D E II I I � II I I ZF A -z F-1 X II � I I M �77�� �7� �T T LLC W / NOTES: PAMONE ENG SVC, LLC ���'` \�l Date FOR CONSTRUCTION ,.— OF AL t 10/25/10 P.O. BOX 102954 ANCHORAGE, AK 99510 '�� '9c4 l� PHONE (907) 272-8218 FAX (907) 272-8211� Scale *: TH .* 0 1 "=100' P.I.D. NO HULTQUIST S/D, LOTS 1A AND 113015-272-80 Staven R. Pannone JOSH PEPPERD t/ PERMIT N0. t,F�s CE 8149��/ OSP101234 6140 AZALEA DRIVE PLAN ANCHORAGE, AK 99516 1 ' '' ' �-e Sheet lk OFfs `�1 1 OF 4 NOTES: pAMONE ENG SVC LLC --oF q \� Date FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 �� • k_-Zkl� 10/25/10 PHONE (907) 272-8218 FAX (907) 272-8211 Ao'co -' '�y�A Scale " P.I.D. NO HULTQUIST S/D, LOTS 1A AND 113 5-272-80 JOSH PEPPERD / Steven 'R. Pannone PERMIT NO. 6140 CE 8149�� OSP101234 AZALEA DRIVE AMW PLAN ANCHORAGE, AK9 516l�OFESSIONP�� Sheet \\� ``�� 2OF4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. 12. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 13. SCOPE OF WORK: 5 BR HOUSE NEW 1500g SEPTIC TANK, 5—WIDE TRENCH, TOP SOIL AND SEED MOUND. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. —0.5 SM/ 4.0 0.5 —4 GM W. 3 NEW 1500 SEPTIC TAN ML 4.0 —18 0 1 10.0 D QO O U zzz D ~ w z w O0 w z O U W z W U U U 3 NEW 1500 SEPTIC TAN ML 4.0 FC Sir 10.0 TANK CLEAN OUT NO. C# 30H No groundwater w ZZ monitored D ~ w RIGID INSULATION Oma= Li Z z O U W z W M FS 0 U Q U O (P) ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TS&V TOPSOIL & VEGITATION TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER (E) EXISTING (P) PROPOSED (N) NEW NOTES: FOR CONSTRUCTION 4" Dia Perf Pipe F810 HDPE PROFILE TRENCH 75 LONG, 4' DEEP, 8' T.D. DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE: 1,500 g PERC RATE: <1 MPI APPLC'N RATE: 1.0 GPD/SF AREA RQD: 750 SF SYS. TYPE:5—WIDE TRENCH, 4' ED FR=0.50. MIN LENGTH=75 LF USE: 75 LFx5' Wx4' ED, 8' TD PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 HULTQUIST S/D, LOTS 1A AND 113 JOSH PEPPERD 6140 AZALEA DRIVE DETAILS ANCHORAGE, AK 99516 w Co 0 �Z �w D �= O Op Q Z z LLL w O :2iQ U LEGEND W WATER LINE/ WELL RADIUS SS EXIST'G SEPTIC SS NEW SEPTIC CHAINLINK FENCE . . . . . . . . . LIMIT OF FILL OF Algsll TH Steven I',. Pannone CE 8149 Date 10/25/10 Scale 1 "=50' P.I.D. NO 015-272-80 PERMIT NO. OSP101234 Sheet 3OF4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TEST HOLE 1 BROWN SILTY SM/GM SAND/GRAVEL GRAY/BROWN ML SAND/SILT SW I CLEAN SAND BOH DATE PERFORMED: 10-05-10 SOILS LOG — PERCOLATION TEST WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? —0— DEPTH TO WATER AFTER MONITORING? —DRY— DATE: 10-12-10 SLOPE TH 1 X CLOCK TIME LEVEL DROP READING 1 10-05-10 2 3 4 5 6 PEROLATION RATE <1 min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT TH-1 NET WATER NET READING DATE COMMENTS: Test hole excavated by Davis Constructors Test Hole was presoaked before perc test Test run for one hour, after one hour water continued to percolate more than six inches in less than a 5 minute period PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST NOTES: PAMONE ENG SVC LLC --oF q ��� Date FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 �c� �gsill 10/25/10 PHONE (907) 272-8218 FAX (907) 272-8211 /Awl g'�py�rl Scale *.. ...*(� NTS 1. D. NO HULTQUIST S/D, LOTS 1A AND 113 / 015-272-80 JOSH PEPPERD / Steven R. Pannone PERMIT NO. 6140 AZALEA DRIVE �j+F��. CE 8149'/ OSP101234 SOILS LOG ANCHORAGE, AK 99516 N'• • "'= sheet ,1���'� 0�``��` 4 OF 4 US STD. SIEVE SIZE I US STD. SIEVE NUMBER I HYDROMETER 3 1-112 3/4 3/8 #4 #10 #20 #40 #100 #200 100 90 - 80 70 w 60 Z � LN r oc 50 LOz U °C 40 d 30 I 20 - 10 0 111 IT I -L-1 100 10 1 0.1 0.01 01001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES SILT or CLAY WASE FRE mmm WDIDN FRE SYMBOL SAMPLE SOURCE DEPTH (feet) CLASSIFICATION - — — — — Gravelly Sandy Silt (ML) Crowther Associates Particle Size Distribution Plate Geotechnical Engineering Services Hultquist Subdivision Lots to and 1B Anchorage, Alaska Job No. 040.002 File No. Pannone6HultquistSD T Date October 2010