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Home My WebLink AboutT12N R3W SEC 33 LT 157 N2T12N R3W Sec 33 Lot 157 N2 #018-281-44 Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT 90 Permit Number: W900327 Plb Number: 018-281-14 ❑ New ❑� Upgrade Name: Rex & Fiona Johnson ABSORPTION FIELD ❑ Deep Trench El Shallow Trench ❑✓ Bed ❑Mound Address 14910 Loc Loman Lane, Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade Not Available 3 0.5 GPD/SF 2.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe ��SFt. Subdivision Block Lot 157142 Fill added above original grade 0 Ft. Gravel length 60.0 Ft. Township Range Section 1214 3W 33 Gravel width 15.OFt. Beds: Number of Lines 3 Distance between lines 1 5.0 Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches _ From Tank Field Lift Station Tank Line 900 Ft NA N/AFt. well 105.2 119.7 N/A N/A NA TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250GaI. Surface water 100+ 100+ N/A N/A Material Number of compartments Lot Line 12.0 8.3 N/A N/A Steel 2 NA Foundation 101.0 115.3 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks6m WPump System installed K apparently conforms with on level at in. Pump off level at in. High water alarm at in. design drawings. Documenting install only. 37" cover over pipe. No history of freezing and performing ade- Pump make and model Electrical Inspections performed by quately for 25 yrs. (35" per Code) PIPE MATERIAL Housetotank 3034 Tankto 3034 Installer drainfeld Unknown Drainfield 3034 CO/MT 3034 Inspector PES BENCHMARK (Assumed elevation) 100ft Inspecttiones: 1>i 4/16/15 2na Location and description door 3rd 4 Westernmost corner of house I +kn &+)t11( COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp -Oh- OF At Conditional Approval: Date �ltlt 00P - }491 .rbc �teveri Ff.' 0 nrioae CE 8149 fjl�s , j�i Approved t Date 5-1 � / � � ``-�•�� Inspection Report_1-1-12Aoc` i I A I� , _ I FC 7.1 23.1 I 76.5 66.5 , I � 1135 Pi I _ ,LIP -3A 110.3 FILL 124.0 112.8 CO3 130.4 119.4 C04 185.31 173.8 C05 185.1 SIM -� 185.3 172.5 M1 -13 a GM NI SWELLS WITHIN 100' TO NW 0_EXISTING SYSTEM / 1 I 1V 30 f NOTES: WI RECORD DRANG DRAWN I JRL PLAN El, 84FO 0 SECTION INV A 3 FC 7.1 23.1 CO1 76.5 66.5 Ti 1135 102.6 T2 121.5 110.3 CO2 124.0 112.8 CO3 130.4 119.4 C04 185.31 173.8 C05 185.1 1 173.0 C06 185.3 172.5 M1 155.9 144.7 f NOTES: WI RECORD DRANG DRAWN I JRL PLAN El, 84FO 0 SECTION INV _2 1 T12N R3W SEC 33 LOT 157 N2 S't'e'v'e'n' R. Pannone REX & FIONA JOHNSON �+ P CE 8149 14910 LOC LOMAN LANE ANCHORAGE, AK 99516 U O J 116 lC4 rte 5/4/15 :ale 1"=50' I.D. NO 8-281-14 RMIT NO 2 OF T12N R3W SEC 33_L`I.77- T12N R3V SEC 33 C7� I _ 11= I 1 WELL (E) PANNONE ENG SVC, LLC OF P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ig.' _2 1 T12N R3W SEC 33 LOT 157 N2 S't'e'v'e'n' R. Pannone REX & FIONA JOHNSON �+ P CE 8149 14910 LOC LOMAN LANE ANCHORAGE, AK 99516 U O J 116 lC4 rte 5/4/15 :ale 1"=50' I.D. NO 8-281-14 RMIT NO 2 OF ;ngineer: .egal Description: permit: 2eport Type: Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650(907)343-7904 Fax(907)343-7997 htti3:1/www.muni.org/onsite Planning and Development Services Department On -Site Water and Wastewater Program On -Site Sewer/Well Submittal Comment Sheet PANNONE ENGINEERING SERVICE T12N R3W SEC 33 LT 157 N2 OSC151191 WellSeptic COSA Completed By: -he attached paperwork has been reviewed and is being returned for the following reasons: 1. Does well in pit meet the well code? Yoc, AS Leatz--t!�« t 0 _F, 0-m 2. Water Sample results. 3. With only 3 feet total depth. is there 3 feet cover over bed? �Pt t I os i+�Avc:_? 5/5/2015 J.Poet p,�r dSH! e r F S'�' nicipality of Anchora " palU ti n -Site Water and Wastewater Progra (907) 343-7904 Parcel I.D. 018-281-14 Certificate of On -Site Systems Expiration Date: 9 (o — / r 1. GENERAL INFORMATION Complete legal description T12N, R3W, SEC 33,LT 157, N2 Location (site address) 14910 Loc Loman Lane Current Property owner(s) Rex & Fiona Johnson Mailing address Real Estate Agent 14910 Loc Loman Lane 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone Day phone F Rus11 t j 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Fx] Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: M& Date:��'� COSA to be released to the eng r, unless otherwise requested by the engineer. COSA Fee $ CIL W Waiver Fee $ Date of Payment Date of Payment Receipt Number O--ILI 16 Receipt Number COSA # . Q .;e15119i Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system.- All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Alk. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for _ bedrooms Disapproved Date 05/04/15 Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: ` l� The 4 ni ' itf Aryc orage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory . Well Flow Advisory Other COSAbluesheM ( '. c If more than 1 septic system is on the lot: COSA Checklist # + of + Structure served by this system + Certificate -of On -Site Systems Approval Checklist Legal Description: T1 2N, R3W, Sec•33,Lot 157, N2 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed Unknown Sanitary seal (Y/N) Y Total depth unknown ft. Cased to ft. FROM WELL LOG Date of test Static water level Well production ft. Parcel IO: 018-281-44 Well Log (Y/N) NO Wires properly protected (Y/N) Y Casing height (above ground) 12+ in. AT INSPECTION 04/96/2015 rl1] ft. g.p.m. 2.8 g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 4.6 mg/L Arsenic N/D ug/L Date of sample: 04/06/15 Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Date of pumping 05/04/2015 C. ABSORPTION FIELD DATA PES Date installed about 1990 Cleanouts (Y/N) Y Depression over tank (YIN) N High water alarm (Y/N) N Pumper A+ 4 -am E Sc ftoi C ✓C S Date installed 10/1990 Soil rating (g.p.d./ftz or ft'Mrm) 151 System type Beni Length 60 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth 3 7 f. ft. Eff. absorption area 906 ` fe Monitoring tube Y Depression over field N' Date of adequacy test 04/06/2015 Results (Pass/Fail) Pass For—bedrooms bedrooms Fluid depth in absorption field before test 0 in. Water added 626 gal. New depth 0 in. Elapsed Time: 220 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons in. "Pump off' level at in. E. SEPARATION DISTANCES Cycles tested WELL ON LOT -TO: Septic tank/lift station on lot 100+ Absorption field on lot 1.00+ - Public sewer main 75+ Sewer /septic service line 25+ Animal containment areas 50+ SEPTIC/HOLDING TANK ON LOTTO: Manhole/Access (Y/N) High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manurelanimal excrete storage areas 100+ Building foundation 5+_ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS Well in pit in lower level' of house G. ENGINEER'S CERTIFICATION I certify that ! have determined through field inspections and review of Municipal records that the above systems are -in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone Date 05104/2015 COSA canary sheet_2-6-15.doc Water main 10+ Driveway, parking/vehicle storage 10+ ?" �4 j • .q .. '.. • • ; �ievtli � I�annarie � ' t2# . CE -8149 W z I I z LOT LOT 134 2 U O a S1/2 BLM LOT 157 NOTES: 1. Bearings and distances are taken from BLM plats and surrounding subdivision plats. 2. Distances are measured to wood trim. 3. The well is inside the house and apparently is located near the corner as shown. I hereby certify that an accurate survey of the following described property: N1/2 of BLM Lot 157, SE1/4 SECTION 35, T12N, R3W, S.M. w 0 0 00 0 0 0 LOT 158 West Edge of Gravel Road SCALE: 1 "=40' 0 20' 40' 80' was made on April 21, 2015 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Easements other than those shown on the record plat may not appear on this drawing. Anchorage Alaska, this 21st day of April 2015 o�a.no oo d- o 0 0 OD 0 ,n \—Clean Out76 �,^ ' 3Q Asphalt Parking (Typ.) 1—Level Wood Frame •6 3.7' Residence on Concrete Well Foundation W/Daylight Basemento �7 SO),^' 1:1 "D' Wood Deck & Stairs 3 �6 `< 3 Car Port 3.3 'n Lob 0 o (6 N1/2 OF BLM LOT 157 Conc. Pad Conc. z SE1/4 SECTION 35 Wood Yard .. Walk T12N, R3W, S.M. Concrete Retaining Wall Gravel Drive S1/2 BLM LOT 157 NOTES: 1. Bearings and distances are taken from BLM plats and surrounding subdivision plats. 2. Distances are measured to wood trim. 3. The well is inside the house and apparently is located near the corner as shown. I hereby certify that an accurate survey of the following described property: N1/2 of BLM Lot 157, SE1/4 SECTION 35, T12N, R3W, S.M. w 0 0 00 0 0 0 LOT 158 West Edge of Gravel Road SCALE: 1 "=40' 0 20' 40' 80' was made on April 21, 2015 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Easements other than those shown on the record plat may not appear on this drawing. Anchorage Alaska, this 21st day of April 2015 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve0panewak.com I am writing to request that a Waiver be granted for this property. PES installed cleanouts on the existing drain field April 6, 2015. The system appears to conform to the design drawings. This system is operating adequately for a three bedroom system. The system has a minor code deficiency that need to be addressed. These deficiencies are the subject of this waiver request. 1. Waiver Request. I request the following waivers: a. Drain field to Property line, from ten feet to eight feet. The drain field is a bed design and was installed in 1991. Based upon existing records the bed is 8.3 feet from the northern property line. The surrounding lots are developed. The existing septic systems are located greater than ten feet from the property lines. Granting this waiver will not affect the operations or availability of the surrounding lots to develop or install an on-site sewer disposal system. The proposed waiver will not affect the future development of the surrounding or existing lots nor endanger the health and safety of the public. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 30 April 2015 Municipality of Anchorage - Development Services Department On -Site Water & Wastewater Program -0_q 1 — 1 4700 S. Bragaw Street _0 Anchorage, Alaska 99519 1 �/ Subject: T12N R3 W SEC33 L157 N2 Q 6 Waiver Requests _ — osV16 Ladies and Gentlemen: I am writing to request that a Waiver be granted for this property. PES installed cleanouts on the existing drain field April 6, 2015. The system appears to conform to the design drawings. This system is operating adequately for a three bedroom system. The system has a minor code deficiency that need to be addressed. These deficiencies are the subject of this waiver request. 1. Waiver Request. I request the following waivers: a. Drain field to Property line, from ten feet to eight feet. The drain field is a bed design and was installed in 1991. Based upon existing records the bed is 8.3 feet from the northern property line. The surrounding lots are developed. The existing septic systems are located greater than ten feet from the property lines. Granting this waiver will not affect the operations or availability of the surrounding lots to develop or install an on-site sewer disposal system. The proposed waiver will not affect the future development of the surrounding or existing lots nor endanger the health and safety of the public. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Wality of Development Services Division On -Site Water and Wastewater Program Ment S 1� e � G J L Q � N epartment *** VARIANCE/WAIVER REVIEW **** Waiver* osV151029 COSA#: osc151191 Permit#: PID#: 018-281-14 Legal Description: T15N R3W Section 33 Lot 157, N2 Engineer: RES Applicant: Rex & Fiona Johnson Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 8.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. Notarized letter(s) of non -objection have been received from the owner(s) of the affected -adjacentproperty. ❑ Adjacent properties are not affected by this waiver. • .............•.Y••..••-......••••...... a.........a.............• a ......... u� Waiver is Granted: X Waiver is not Granted: Date: . ✓ Approved by: W. N+ fewer LV -\Q -(s `Ivwvo� ("') Q r&, Lt�Vvtr X15 /O hl Ll IJ 1 L' 1. f' A L 1 '1 'Y O F A N C H U k A G L-: Department of Hoalth L Human Services 025 L Street, Anchorage, Alaska 99501 143-4720 O N- S I T E S E W E R Formit. Number: 900327 Upgrade Dae Issued: 10/013/90 Engineer Designed O;, Or Name: KENN & SHIPLEY SMITH Owner Address: 14910 LOC LOMAN LANE ANCHORAGE, AK 99516 Parcel Id: 010-2SI-14 Lot Legal: Subdivision: Section: 33 Lot Size 54450 (sq,ft. Mox Bedrooms: This Permit: P E R M I T NA Lot: N2 - 157 Block: NA Township: 12N Range: 3W or acres) 4 Total GnPl IC TANK: Minimum total septic tank t. nk must have at least 2 compartments. ("Of requires insulation over tank(s). Capacity: 4 83v io-10-9v ON fns. 10-►0-� Day Phone: 345-1001 capacity: 1,250 gallons. Each septic Depth to top or septic tank(s) < 4.0 F'CFiI`11'1 EXPIRES DECEMBER 31, 1990. F'EfiMIT AND INSTALLATION MUST FOLLOW AMC 15.65 APPR. 5-20-06. TOTAL- 1NSFALLATION DEPTH MAY NOT EXCEED 7.0'. F'FtOf'EF,LY ADANOON EXISTING CESSPOOL. 1 rLQl IFY )HAT: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State or Alaska. 1 will install the system in accordance with all MOA codes and regulations, =end in compliance with the design criteria of this permit. 1 will adhere to all MOA and State of Alaska requirements for the seL back: distances from any existing well, wastewater disposal system or public ""w"9' system on this or any adjacent or nearby lot. I und_=rztond that this permit is valid for a maximum of 4 bedrooms. also understand that the capacity of I the total system is G bedrooms and any enlargement will require an the permit. 3ignrd: - DATE: ------------ (Owner) K -NN & SHIMLEY SMITH -----/8 _ O-- lss-surd Ety; a12 VOW&A -------- DATE: 10-3-7r) MOUNTAIN ENGINEERING 10251 Crestview East • Eagle River, Alaska 99577 Anchorage 907-696-1700 Outside Anchorage 800-478-0101 Ms. Susan Oswalt Municipality of Anchorage Environmental Services Division 825 L Street, Room 502 Anchorage, Alaska 99501 October 2, 1990 Dear Susan: MUMCIPALny OF ANQIORAGE DEPT. OF HEALTH g ENVIRONMENTAL PROTECTION CCT 3199D RECEIVED Subject : T12N, R3W, Section 33, Lot 57, Septic System Upgrade This information amends the application submitted on September 14, 1990 for a septic system upgrade on the above referenced lot. Per your suggestion, we have conducted more extensive soils investigations on the filled portion of the lot. Test hole #4 was excavated through the fill material to a total depth of 13' below the top of the fill. As you can see from the soils logs, we found that the fill was unsuitable as an accepting stratum, and we have revised the planned upgrade accordingly. Please note the following changes: • Although Mr. Smith (the homeowner) has stated that we excavated through the least desirable portion of the fill, and that the other areas contain suitable material, we are assuming that the entire filled portion is unacceptable. We found what appeared to be overburden that had been stripped from another area, including organic material, silty clays, and peat. The new design therefore calls for removal of all material down to the elevation of the silty sand, and then using a levelling course of compacted clean sand. The bottom of the gravel bed will be a minimum of 6' above the elevation of the water levels in Test Holes 1, 2, and 3. • Because the thickness of the silty sand layer varies, it is unlikely that a wide drainfield will have a consistent wall area within the silty sand layer. We therefore have chosen a bed as being more suitable. The bed will be 15' wide, 60' long. • Carl and I have decided that relocation of the existing culvert completely out of the system area is feasible, and this lay -out would likely provide a better long-term solution. T12N, R3W, Section 33, Lot 57 October 2, 1990 Page 2 The original packet I submitted lacked information on how much fill was now placed over Test Hole #J1. There currently is 3.1' of fill at that location, however we are now proposing only to use the fill for cover material and grading. Please contact me at 268-0883 if you will need any additional information Since , Mark Pearson, PE 1 V7 0 OARDH rN O9 ye3 .a '!I , Z ; �.•' .C,3\� N011031034 9V1N3WNONIAN3T HIMH 40 UAC aOV'dOMNV d0 R o o o yw o m 0I I oe j N •O• • • A 4' will6i.R6� \ i I I to l�n I Q i w.n.o�4 N A CD sG°r° d O O .ter C _Id 3 8g w a Z w m �. WvgY.s3 O oo�e'iQ n i x.A 1n Q?n �s�$ . / O O s A Ln g i a- '8 F • syn 14 00 aao 00 I / // ♦N O w r 1 ] fH I'A /tio o s vn O n ]. N ` 00 o � oea/ 33 c 4D .� CD n O s o A Loc Loman 0 PERFORMED LEGAL Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST 11-"''f peA.-r 2 3 4 FIW C- A 2� CtWT 5 Mt�D,CtOf�L7Y1iJlCS 6 \ 7 8 S I L'1`{ 19 SrttVp 10 .d . 11 .6. I G- -r tz . a 13 Z --z. � TV- t 3' T4 wfz T6 T6 MUN CIPALITY OF ANCHORAGE 17 DEPT. OF HEALTH & ENV RONMENTAL PROTECTION 18 OOT 31990 19 20 RECEIVED Township. DATE PE Section: �esvo� OF tK W. rEARSCN CE - 7760 .;gym WAS GROUND WATER t-/ ENCOUNTERED? TEST RUN BETWEEN FT AND l FT =N"'m ISI+t�zlgp PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) 0 C L CD I=,: Ni MEOM �4 0 mmm m m 4-442 V e9.s � rs'��q Vis' �Yn• fl�aY��sq �e C 00Oaon p O N ► p 0+70F!f c0 0+600+50 0+40 0+30 0+20 0+10 0+00 A c 1 r D c v m c0 c0 c0 c0 Z � �N D i / 4m.� x.A U D O i � N MEOM �4 0 mmm m m 4-442 V e9.s � rs'��q Vis' �Yn• fl�aY��sq �e C 00Oaon p O N ► p 0+70F!f c0 0+600+50 0+40 0+30 0+20 0+10 0+00 A c 1 r D c v m c0 c0 c0 c0 Z Loc Loman � �N D i / x.A U D O i � N F m- I/ / 0 3 3 Loc Loman • v MunlclPallty of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED LEGAL DESCRIPTION: DE P TH b6tk1IO}lelfZ6E1p -t4r�mt�vctS 23450' 6 9 78f 9 T9:= c ciC�.r-Lr{ee¢�l � Sz� 10 11 12 13 14 15• 16 17- 18- 19 20 COMMENTS 2! N I n DATE PERFORA Section: T1214 y MARK W. PEARSON `�'• CE -7760 I s 1 S WAS GROUND WATER ENCOUNTERED? S IJUN RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND 1 . • n... FT - - ..�. ... vN'\ 1c=C.�'.� %.�i lY,✓L' 1YI� I�i , _ _ .• ..a �nwcal y�` PERFORMED BY: 6/ 7b1 J ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: % I 1 j tiHIS ST WAS PERFORMED IN 74-008 (Rev. 4185) • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: -re=d LEGAL DESCRIPTION: bvt I S D' �r 0Ccr QCs 1�_' F -5,1vey !sq / 2 Q 3 �.. a Weal Cr� C-U�tse' j a o 5 D—It2o� _ 6 7 8 9 10 it 12 13 14 15 16 17 18 19 20 COMMENTS Township, V „, .x MARK W. PEARSON f� 11 c� % CE - 7760 111 rf1C�^ w•''�r��A 11 CF S1 DATE PERFORMED:_ 19Iact Section: T IZN 1 iz3v/1 S 33 WASGROUNDWATER s ENCOUNTERED? —ye PERCOLATION RATE (rmnutevinch) PERC HOLE DIAMETER TEST RUN BETWEEN _ _ FT AND FT PERFORMED BY: •O�� I 11,11 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: —�1 elp 72-008 (Rev. 1/85) ---- . �•.v ..v�o UIXMC I LH rr f f TEST RUN BETWEEN FT AND FT COMMENTS 7Gi� �S_S li1 S..Pa1.. ra'f-.1 /.,l z/__ i _ . _. . PERFORMED BY: I THAT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: RTIFY�q QST WAS PERFORMED IN 72-008 (Rev. 4185)