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Home My WebLink AboutHARMANY RANCH - EAGLET AERIE LT 4LaVAm&leT'm Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231354 PID Number: 050-381-84 Dwelling: f0_1 Single Family (SF) M with ADU ❑ Duplex (D) M Two Single Family Project: W New F1 Upgrade Name Adrian Palmer ABSORPTION FIELD El Deep Trench A Wide Trench M Bed M Mound Site Address 8213 Harmany Ranch Road El Other Phone Number of Bedrooms Soil Rating depth from original grade 907-888-5727 Four(4) 1 GPD/SF JTotal 1.0 / 1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 0.5/0.5 Ft. lFill Gravel depth beneath pipe 0.5/0.5 Ft. Subdivision Block Lot Harmany Ranch - Eaglet Aerie 4 added above original grade 2.2/2.0 Ft. Gravel length 60 / 60 Ft. Township Range Section Gravel width 5.0/5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches 2 Dist. between trenches >6 From Tank Field Tank Line 600 Fe Ft. Well >100' >100' N/A N/A >25 TANK 0 Septic [I S.T.E.P. 171 Holding FRI Other Manufacturer Orenco/Advantex Capacity 1500 Gal. Surface Water >100' >100' N/A N/A Material Plastic Number of compartments 2 NA Lot Line >5' >10' N/A N/A Foundation >1 0' >1 0' N/A N/A LIFT STATION Manufacturer Orenco Capacity 250 Gal. I Remarks Trenches listed south / north. Alarm location Next to FCO Electrical installed by J Electric, LLC PIPE MATERIAL House to tank D3034 drainfieldTankto D3034 Installer Red Dog Masonry Drainfield D3034 CO/MT D3034 Inspector B. Schiller -BENCH MARK (Assumed elevation) 100 ft Inspectes:tion 1st 10/17/23 Location ocation and description da 2nd rd th Top Foundation Flashing @ North Wall 3 4 ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp F Conditional Approval: Date . ......... Benja chiller CE12592 \eAwr 12/4/23 - \ I V Septic System Approved Date 0/,z (0 wlw klk�, PROFESSIVA�� Note: this approval does not include well permit requirements. Kev ub/uzii ts) HARMANY RANCH - EAGLET AERIE. LOT 4 PERMIT # OSP231354 LOT 3 2-60'LONG x 5'WIDE, 05EFFECTIVE-5 DEPTH ABSORPTION" TRENCH MT1 ALTERNATE SITE 420 400 4 N Benja i Schiller CE 16/20252492 3 t-120 PROANW TH#17/ Z WELL OCATION FLAN AS —BUILT 0 50 100 FEET 1"=50' LOT 4 1500-GAL FAP ADVANTEX TANK W/ AX-20 POD AND DISCHARGE PUMP BASIN -LbT 5 50'WELL RADIUS A B c FCO 10.8 2-2—.8 MH 187o 76— —1 POD 19.4 29.3 Pv 26.1 24.7 MT1 82.6 71.2 MT2 56.0 1 83.3 MT3 1 92.8 1 84.1 MT4 1 68.9 1 935 LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT PV - PUMP VAULT MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE HARMANY RANCH - EAGLET AERIE LOT 4 PERMIT # OSP231354 PID # 050-381-84 100.4 ORIGINAL C14 102.4 FINISH GRADE 99.9 2"FOAM INSULATION GROUNDWATER @ 97.2 99A 99.4 NORTH TRENCH 60' 89.4 NDWATER @ 96.5 101.9 FINISH GRADE SOUTH TRENCH - 60' - 0 LOTAMA 10 � -1 a I I � I � � � li 11111ti-qNuft-i ULLIVAN WATER WELLS *r:;W P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OFLAND: Adrian Palmer ADDRESS' 8213Harnn Ranch Lot 4 E| River,AK LEGAL DESCRIPTION 8213 Harmany Ranch Lot 4 Eagle River, AK DATE: 8/29/23 PEmwITNUMBER: OsP221328 DATE opISSUE: 9/8/22 TAX IDENTIFICATION NUMBER 05038184000 Is well located atapproved permit location: C7iYeo| |No Method ofDrilling: V,jair [—lcob|etno| Depth of Well: 501 Casing Type: Steel Diameter: 6 inches, depth 43 feet Liner type Static Water Level: Q feet Recovery Rate 2 BpM |�l Bph Method of Testing Air Well Intake Opening Type: Hopen end | |openhde Screened Start feet Stopped [—1 Perforations Start ---- feet Stopped ------ GroutType: Bentonite Volume: -----' Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: [�|yeo | | no Method ofDisinfection: Chlorine 5UPPM Comments: DT of1I slot screen & 3' packer. Casing Stickup Overburden Silty sand and gravel with clay Clay Tight silty sand and gravel wet Fine sand Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit m copy of the well log to the proper authority. Municipality ofAnchorage: Department of Health & Human Services and/or Department of Environmental Conservation. K4ut3uBorough: Department ofEnvironmental Conservation. PO MBox 670 n iak, AK 9=9567 = Pump Installation Log Well Drilling Permit Number: SW OSP221328 Parcel Identification Number: 05038184000 Legal Description HARMANY RANCH - EAGLET AERIE LT 4 Pump Installation Date: 10-23-23 Pump Intake Depth Below Top of Well Casing: 40 Pump manufacturer's Name: Franklin Pump Model: Pump Size: 1/2 Pitless Adapter Burial Depth: 10 PitlesyAdapter Installer: Red Dog Disinfected Upon Completion? N yes F-1 no Method of Disinfection: Chlorine 50 PPM Comments: pitlessManufacturer: Martinson Pump Installers Name: Sullivan Water Wells Date of Issue 9-8-22 Property Owner Name &Address Adrian Palmer 8213 Harmany Ranch Road Eagle River, AK 99577 E. Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. It o a �' Q .- , :z °ti6¢ QQ z M o� :gL'• �a w W NI u7 :C� "qN ' z rn pL NlLO �Ll- LO : `moo Nim 0D. LW O W Y ep v I-- I y LO o w X o O Z: -1 0 Z J w n- — a) U a II Q Q Q O N s w O U -r- a- a W d W o_ C, a} Q 9�j5 Z O (n Q Q O x 00 'O aj d Ei f^ wO T CA C+ �1S I 3 C > m L N a (D O > L 0� aa> co )n ° � rn z s °) s m > f, N ?� w QI r y U y C I Q d co O rn co rr > o �: u c '5 a (D 'N ~� �I N N V) a O II 0— L >„7 U7 \ I F cv N C N 3 �? 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C Raa) O / LO Cd � w / N MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water System Permit Permit Number: OSP231388 Work Type: Well Initial Tax Code Number: 05038184000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260 Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River Owner: PALMER ADRIAN Design Engineer: This permit is for the construction of: Effective Date: Expiration Date n�cnt S 0 O Department Lot Size in Sq Ft: Total Bedrooms: 11 /7/2023 11 /6/2024 87421 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: SSA l /}'� �l IDS Issued By: Date: Date: 4 MUNICIPALITY OF ANCHORAGE Aw Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-381-8L/ Property owner(s) PALMER, ADRIAN Day phone Mailing address 17551 BEAUJOLAIS DR, EAGLE RIVER, AK 99577 907-888-5727 Site address 8213 HARMANY RANCH RD, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) HARMANY RANCH - EAGLET AERIE, LOT 4 Legal description (Township, Range & Section) Lot Size 87,421 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial n Single Family (SF) [l Septic Tank ❑ Upgrade ❑ (w/wo ADU) Holding Tank ElRenewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage n THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature.ef'64apghrowner or authorized agent)��A�yo� W Permit/Rush Fees: t � o Waiver Fees: Date of Payment: ( I17 Zo Z Date of Payment: Receipt Number: Permit No. _ DS P 13 11? Y Receipt Number: Waiver No. GADevelopment Servicesftilding Safety\On Site Water and WastewateffonnsMient FormsTermit Application.doc MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP231354 Work Type: WellSeptic Renewal Tax Code Number: 05038184000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260 Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River Owner: PALMER ADRIAN Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: Tient S c i Deparnnent 10/17/2023' 10/16/2024 87421 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: +, Confirmation perc test required prior to construction. Submit results with the IR. � 1 Resented -B -y: 5, ue fu v d n . Date: Issued By: 41 Date: I L171:5 4 , UTY OF A\ HCHORA E k� Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-381-84 Property owner(s) Adrian Palmer Day phone Mailing address 17551 Beaujolais Drive, Eagle River, 99577 Site address 8213 Harmany Ranch Road Legal description (Sub'd., Block & Lot) Harmany Ranch -Eaglet Aerie Lot 4 Legal description (Township, Range & Section) Lot Size 87,421 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank INUpgrade El(w/wo ADU) ❑ Holding Tank ElRenewal ❑X Duplex (D) Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with app/plicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: -44 23 Z Waiver Fees: Date of Payment: 1011;710-3, Date of Payment: Receipt Number. Receipt Number: Permit No. ,IS/o2 �� /3.5 �� Waiver No. Permit App_::- : ._..:c October 16, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Harmany Ranch-Eaglet Aerie L4 - 8213 Harmany Ranch Rd Septic System Permit Renewal Dear On-Site Services Engineer: The permit (OSP221328) for the construction of a well and septic system on the subject property has expired. A site visit was conducted and we noted that there are no substantial changes to the design or location of the septic system since this permit was originally issued. The current design and permit conditions meet all code requirements. We are requesting a permit renewal. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231354, Deb Wockenfuss, 10/17/23 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221328 Work Type: WellSeptic Initial Tax Code Number: 05038184000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260 Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River Owner: PALMER ADRIAN Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: ent v r, v. t.�e1)artinent Lot Size in Sq Ft: Total Bedrooms: 9/8/2022 9/8/2023 87421 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • Confirmation perc test required prior to construction. Submit results with the IR. CDS( 810J�nq reyel-ve- cn54-ead J t ✓ Y /G/2 7/Z -z- Received Received By: Issued By: Date: Date: Z 4 MUMMPAUTY OF AH C CLOG AO Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-381-84 Property owner(s) Adrian Palmer Day phone Mailing address 17551 Beaujolais Drive, Eagle River, 99577 Site address NHN Harmany Ranch Road Legal description (Sub'd., Block & Lot) Harmany Ranch -Eaglet Aerie Lot 4 Legal description (Township, Range & Section) Lot Size 87,421 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial 0 Single Family (SF) (w/wo AD U) Septic Tank ❑X Upgrade ❑ (D) ❑ Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. J (Signature of property owner or authorized agent) Permit/Rush Fees: -# g2O Waiver Fees: Date of Payment: `h7/S-7- Date of Payment: Receipt Number: 0/12;S5 LID Receipt Number: Permit No. 03P22.1 328 Waiver No. Permit App_'-'-:- ,_.,:c August 16, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Harmany Ranch-Eaglet Aerie, Lot 4 – Harmany Ranch Road Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes moderately toward the road at 20-25% slopes, but near the upper area the slopes are closer to 10%. It is in that flatter area that the new septic system is located. (There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site.) Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 16’ away. Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221328, Deb Wockenfuss, 09/08/22 HARMANY RANCH - EAGLET AERIE, LOT 4 10' T&E EASEMENT LOT 3 \ ` \ 2-60' LONG x 5' WIDE, 0.5 EFFECTIVE 9EPTH \ / — ABSORPTION T�tENCH \. MIN 6' SEPARATION APPROX LOCATI9gN\OF NEIGHBORING SEPTIC WSTEI / TH#1 i ALTERNATE SITE \ TH#11A / V \ \ 420 416�/� � ® '400 PROP0 ED - -LQT 10 - 380 • ; \ I ,� ��\ - ,LOT 91 Yi LOT 4 TRACT A /— EXTENT OF MOUND \ LOT 5 1500 -GAL FAP ADVANTEX TANK W/ AX -20 POD AND DISCHARGE PUMP BASIN MAINTAIN 10' FROM FOUNDATION FOUNDATION,DRAIN \ ENSURE TRENCHES HAVE \� J 10' SEPARATION \ PROJECTED OUTFALL OF \ ,WELL FOUNDATfbN DRAIN \ LOT I APPROX LgCATION OF o T NEIGHBORING SEPTIC SYSTEM � / 15'T&; EASEMENT LOT 8 JET. -N. -RING NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE LEGEND PROPOSED SEPTIC SYSTEM CO -CLEANOUT ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO - DOUBLE CLEANOUT PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT SYSTEMS. FS - FLOW SPLITTER VALVE 0 100 200 MH - MANHOLE FEET MT - MONITORING TUBE SV - SEPTIC VENT 1"=100' TH -TEST HOLE HARMANY RANCH - EAGLET AERIE, LOT 4 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEERSep 02, 2022 DRAINFIELD ROCK 5' 2' 6" DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 78.9 MIN/IN APPLICATION RATE: 1.0 GPD/SF MOUNDED SHALLOW TRENCH SYSTEM 1500-GAL ADVANTEX TANK W/ AX-20 POD BOTTOM OF TRENCH: 1.0' BELOW GRADE FLOW LINE ELEVATION: 0.5' BELOW GRADE TOP OF TRENCH: 1.5' ABOVE GRADE 600 GPD / 1.0 GPD/SF /5' WIDE / 0.5 DEEP * 1 (RED) = 120 LF TRENCH REQUIRED (120 LF SPECIFIED) 2" PVC w/ 20 - 1 8" ORIFICES EVENLY SPACED (HOLES DOWN) EVERY 6' ON CENTER 6" 2" INSULATION 3:1 MAX SIDE SLOPES Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221328, Deb Wockenfuss, 09/08/22 MUNICIPALITY OF ANCHORAGE 4��iirtrttiot1 DEVELOPMENT SERVICES DEPARTMENT �� - E OF i***. 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 ,1— A I 49th i.‘ r} ;�, % SOILS LOG - PERCOLATION TEST • �L.. :`nicsk 14.'.MICHAEL E. ANDERSON II LEGAL DESCRIPTION: LOT 4, HARMANY RANCH SUBDIVISION 111✓J,`., No. CE-4381 / � PERFORMED FOR: JERRY HARMAN X444 R S"�1.�44s DATE: 8/11/2014 PROJECT No.: PARCEL ID#: TECHNICIAN: J. BERKRAM Professional Engineers Stamp: DEPTH TEST HOLE 11 (feet) OB/OG SLOPE SITE PLAN 1 2 4 3 4 _. . .._ SILTY GRAVEL G. WITH SAND 5 GM/SM/ML SEE SITE PLAN 1 4 6 • I . . . 4 7 G - 8 e . . 9 . a. 10 4 BOH @ 10' WAS GROUND WATER ENCOUNTERED? YES IF YES @ WHAT DEPTH'' 4.0' 5 DEPTH OF WATER AFTER MONITORING: 4.0' L 5% 1 1DATE OF MONITORING: 10/15/IL D 5/15/15 -4.5' - 12 GROSS TIME NET TIME DEPTH TO NET DROP 13 DATE READING (MINUTES) (MINUTES) WATER (INCHES) INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 8/11 1 1:30 1.75" 16 2 2:00 30 2.13" 0.38" 3 2:01 1.88" 17 4 2:31 30 2.25" 0.37" 18 5 2:32 1.75" 19 6 3:02 30 2.13" 0.38" 20 PERCOLATION RATE:78•9(MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 2.5 FT. and 3.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/27/17 MUNICIPALITY OF ANCHORAGE ••••�►t+'+�i',ii1, DEVELOPMENT SERVICES DEPARTMENT P�� ...Aq . s1 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 114 ;:co' 49th i- `,o,% SOILS LOG - PERCOLATION TEST i �,41 r • •,�'•MICHAEL E. ANDERSON t LOT 4, HARMANY RANCH SUBDIVISION .6.‘„.+ o. CE4381 'mai LEGAL DESCRIPTION: Z, 4 j •• PERFORMED FOR: JERRY HARMAN 1.44 "Iti•• DATE: 8/29/17 PROJECT No.: ,�Aii��•••• PARCEL ID#: TECHNICIAN: J. MILLETTE Professional Engineers Stamp: DEPTH TEST HOLE 11A (feet) OB/OG SLOPE SITE PLAN 1 2 SILTY GRAVEL .a WITH SAND 3 a • GM/SM/ML 4 5 o SEE SITE PLAN 6 7 8 9 WAS GROUND WATER ENCOUNTERED? NO 10 IF YES « WHAT DEPTH'? S DEPTH OF WATER AFTER MONITORING: **** 5% 11 DATE OF MONITORING: 12 GROSS TIME NET TIME DEPTH TO NET DROP 13 DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 8/29 1 9:46 0.00" 16 2 10:16 30 5.75" 5.75" 3 10:19 0.00" 17 4 10:49 30 5.50" 5.50" 18 5 10:50 0.00" 19 6 11:20 30 5.50" 5.50" 20 PERCOLATION RATE:5.4 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 2.0 FT. and 3.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. PERCOLATION TEST ONLY. NO MONITOR TUBE SET. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/20/17 MUNICIPALITY OF ANCHORAGE _40•s simiti, DEVELOPMENT SERVICES DEPARTMENT •••p•E ��•1s 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 °• • �� • i 49th * t. % SOILS LOG - PERCOLATION TEST �y✓� ,. , —1 �. AHICHAEL E. ANDERSON.;= LEGAL DESCRIPTION: LoT 4, HARMONY RANCH SUBDIVISION �i.�'''•% 2;CE 4381 �: PERFORMED FOR: JERRY HARMAN �4��.• a' P�� POF'ESS�� * DATE: 10/15/13 PROJECT No.: --lits alis�� PARCEL ID#: TECHNICIAN: A. HARALA Professional Engineers Stamp: DEPTH TEST HOLE 17 (feet) 1 OB/OG SLOPE SITE PLAN 2 A a 4 3 SILTY GRAVEL 4 — 4 WITH SAND 5 GM/SM O SEE SITE PLAN v z o Z 6 GRAY/BROWN A 7 c 48 v 9 A 10 WAS GROUND WATER ENCOUNTERED? YES IF YES @ WHAT DEPTH? 3-5' BOH @ 10.5'DEPTH OF WATER AFTER MONITORING: 3.0' 2% 11 DATE OF MONITORING: 10/25/13 12 GROSS TIME NET TIME DEPTH To NET DROP 13— DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 10/15 1 1:22 5.38" 16 2 1:52 30 5.63" 0.25" 3 1:53 5.50" 17 4 2:23 30 5.75" 0.25" 18 5 2:24 5.50" 19 6 2:54 30 5.75" 0.25" 20 PERCOLATION RATE: 120(MIN/INCH) PERC.HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 2 FT. and 2.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 2/8/14 OW\TR: B} (signature) (Diva (print name) Date: t SVE—P X?— STATE 2 STATE OF ALASKA ) SS. THIRD JUDICIAL DISTRICT ) �r The foregoing insn•unIent.Ni� s acknowledged before me this I day of p '0 by!VZ-/ 4 1-2 =G.CRUZPUBLIC OR AI S AVIV Commission expires: �� My Comm0 44 MUNICIPALI/TAY: By ' �Ut/, z "�{signature) Date: ZZ vv � / (print name) Title: (rev. 05/18/2018) Page 3 of 3