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Home My WebLink AboutKYLE AND ERICA LT 3Kyle And Erica Lot 3 #050-321-80 Municipality of Anchorage On-Site Water and Wastewater Program • (907)343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161170 PID Number: 050-321-80 Dwelling: ❑■ Single Family(SF) ❑ Duplex (D) ❑ Multiple(SF and/or D) Project: Q New ❑ Upgrade Name: Brent Mason ABSORPTION FIELD Address ❑ Deep Trench 0 Shallow Trench ❑ Bed [' Mound 11525 Old Glenn Hwy. Eagle River, AK 99577 0 Other Phone Number of Bedrooms Soil Rating Total depth from original grade Four 1.2 GPD/SF 7.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 3.5 Ft. 4.0 Ft Kyle and Erica 3 Fill added above original grade Gravel length Township Range Section 0-1 Ft. 50 Ft Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5 Ft. Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 5500 Ft' One Ft. Well >100' >100' >100' >75' >25, TANK 0 Septic ❑S.T.E.P. ❑Holding ❑Other Manufacturer Capacity Surface Water >100' >100' NA NA Anchorage Tank 1,250 Gal. Material Number of compartments Lot Line >5' >10' NA NANA Steel Two LIFT STATION Foundation >5' >10' NA NA Manufacturer Capacity Curtain Drain None Noted Gal. Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 0 3034 Tank to Installer drainfield D3034 Northern Excavation Drainfield F810 c0/MT D3034 Inspector W. Roberts BENCH MARK (Assumed elevation)100.0 ft Inspection t" 7/7/16 2"' 7/7/16 Location and description dates: aro 4,,, Door Stoop East Side of House. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Eli at'n'ii1Qrik 118, Conditional Approval: Date P .' •.;4 t40,0 r*: 49TH :9 s#`p., MICHAEL E. ANDERSON . r �10 sJ;.. CE-4381 ..."4.-- . #� i�F..1 .TI-/7,.•• ,` _--,-- e_. 1 �� pROFESSIONp‘ �� A rov Date 7 Inspection Report_9-1-12.doc Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT PID NO.: 050-321-80 4700 Elmore Road Anchorage, AK. 99519-6655 Permit Number: OSP161170 UPPER McCRARY ROAD N 84-14'40”E 56.33' TELECOM75 ELEC. & _— ----- EASEMENT — ~ 1 / ----.` \.N r l l i Well 1 LEGENQ MT - Monitor Tube FCC - Foundation Clean Out TH - Test Hole CO - Clean Out `� 0 2C0 - Double Clean Out `.. Four Bedroom o Z Home q LA o N I- - --- — - o Lot 4 N Z P1 t) tl.l 4\` 00 W _VI co na Zo 0 o 0 tUQ S1 0 WY it IS2 I— J 2C0 _a 6C4 ioNliiJ U A B M1 w 7, S 1 21.7' 17.2' m o D S2 29.4' 14.5' o_ C4 44.6' 12.6' M1 47.4' 15.3' C5 72.2' 54.1' C5 M2 72.9' 54.1' M2 ��. � `��l`..+ Lot 3 �`��P'Z..., . �C . 57.890 s.f. Bs 2A• ' 49th : � PLAN ,0 MICHAEL E. ANDERSON R AS BUIL_ T ,0,67...,f•'O NO. CE-4361 ' •��`pf�.,;7 II..Z••'� 40� SCALE 1' = 40' ..._. N 89'57'25"W 180.00' Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655- 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP161170 PID No. 050-321-80 98.5 IU U) 0 U U EWegng Finished II ill rou . 2'Insulation lig 1,250 Galion Septic Tank 94.65 94.5 in 0 I- NU - 97.4 - - Finished Grade --—_� — Existing Grade _ Geolextile Fabric _ 93.9 \ Drainfield Rock 93 9 89.9 89.9 —j II 79.4 50'(Trench Length) No Groundwater \_ 6-112016 `ogioarrtspl 4e-\F.... Pf.. .."11,4t. •. s, 49th '-•0 ;MICHAEL E. ANDERSON It PROFILE AS-BUILT ..G-‘,.. No. CE-4381 /.tet . ; No Scale `'�ii14�OFESSI Il'IMi • •■■■-21-2016 09:56A FROM: TO:6960214 P.1/1 if:ii '■Y Development Services bepartment • S ., Building Safety Division �'°E no, On-Site Water & Wastewater Program ` 4700 Elmore Road < '•1,LI 1.1l ° P.O. Box 196650 anchorage,AK 99507 $a ETY Mark Begich www.muni.orq/onsite Mayor (907)343-7904 Well Log Permit Number:OSP16ii70 Date of Issue:June 24, 2016 Date Started:06-29-16 Date Completed:07-01-16 Is well located at approved permit location?U Yes U No Legal Description: Kyle and Erica lot3 G:0254 Property Owner Name&Address: Brent J. Mason 18500 Upper McCrary Rd 11525 Old Glenn Hwy Eagle River Eagle River,AK 99577 Borehole Data: Depth(ft) Method of Drilling�x.l air rotary ❑cable tool Soil Type,Thickness&Water Strata Prom To Casing type:steel stickup 0 2 Wall Thickness: .250 inches overburden 2 4 Diameter: 6 inches Depth: 42 feet Liner Type: - peat w/gravel 4 6 Diameter; inches Depth: feet clay 6 15 Casing stickup above ground: 2 feet boulder 15 17 Static water level(from ground level): 32 feet silt&gravel 17 20 Pumping level: feet after bedrock 20 305 hours pumping gpm Recovery Rate: 1 gpm Method of Testing: airlift Well Intake Opening Type: n Open End ®Open Hole 0 Screened Start feet Stopped feet ri Perforations Start feet Stopped feet Grout Type: Bentonite Volume:granules Depth: 20' Start 0 , feet Stopped 20 feet WATER QUALITY TESTING Pump:intake Depth feet Coliform P9 CO4«OOrPump size hp Brand Name r Nit mom_ tom! 2 mgA- Well Disinfected Upon Completion? Yes El No AfiC 9 `WI f Method of Disinfection;ehlorine tablets 4 ........+ Comments: Well Driller: Hefty Drilling, Inc. 3540 Akula Dr, Water Sample Results: --- Arsenic: ug/L Anchorage,AK 99516 Nitrates: mg/L Total Coliform Bacteria: colonies/100mL Other Bacteria: co1/100mL Attention: The well driller shall provide a well log to DSD within 30 days of completion. ARCTIC PUMP & WELL INC. Jim Sullivan PO Box 770197 Eagle River,AK 99577 ¢s eu 1101 (907)688-2510 (907)243-2282 �Q jim(?arcticpump.com Pump Installation Log Well Drilling Permit Number: osp161170 Date Of Issue: 6/24/2016 Parcel Identification Number: 05032180000 Legal Description Kyle and Erica L3 Property Owner Name Address: Brent Mason Lot: 3 15525 old glenn hwy Block: Eagle River AK 99577 Pump Installaion Date: 2/28/2017 Pump Intake Depth Below Top of Well Casing: 290 Pump Manufacturer's Name Franklin Pump Model: 10JRDO7P4-2W230 Pump Size: 3/4 Pitless Adapter Burial Depth: 10 Pitless Adapter Manufacturer's Name harvard Pitless Adapter Installer: u/k Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump&Well, Inc. Thursday,July 27,2017 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: OSP161170 Tax Code Number: 05032180000 Work Type: WellSeptic Initial Permit Effective Dates: June 24, 2016 to June 24, 2017 Design Engineer: ANDERSON ENGINEERING Subdivision: KYLE AND ERICA Site Legal Address: KYLE AND ERICA LT 3 G:0254 Owner/Address: MASON BRENT J 11525 OLD GLENN HIGHWAY EAGLE RIVER AK 995777308 Site Mailing Address: 18500 UPPER MC CRARY RD, Eagle River Lot Size in Sq Ft: 57890 Total Bedrooms: 4 This permit is for the construction of: 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. Received Issued By: /Yl�/ l�jyti Date: Z /� MUNICIPALITY OF ANCHORAGE �Ca munity Development Department Phone: 907-343-7904 +ry Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION r RUSH! J Parcel I.D. 050-321-80 Property owner(s) Troy Davis Homes Day phone 310-2501 Mailing address 165 E. Parks Highway #200 Wasilla, AK 99654 Site address 18500 Upper McCrary Road Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Kyle and Erica, Lot 3 Legal description (Township, Range & Section) Lot Size 57,890 Sq. Ft. Number of Bedrooms Four APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial 0 Single Family (SF) 19 Septic Tank Q Upgrade ❑ (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ DwePrivy ❑ Multiple(SF and/or D) ❑ Private Well Q RUSH! 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. E property owner or agent) Permit/Rush Fees: �2 5 Waiver Fees: Date of Payment:i0loZ3 l!`(e Date of Payment: Receipt Number: 006I,/7?t? Receipt Number: Permit No. C1101411 70 Waiver No. Permit App_-'-: - !_'.,:c - ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) June 20, 2016 Municipality of Anchorage Development Services Department. On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 3, Kyle and Erica Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 3, Kyle and Erica Subdivision intends to construct a new four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows and ground surface contours are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test holes recently placed on the lot in the area of the absorption trench and alternate site indicate silty gravel with sand (GM/SM). The percolation rate of the soil was determined to be 2-3 minutes per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 5' wide by 4' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 3' below the surface and the total depth will be 7'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the northwest at shallow grades. The new trench will be constructed parallel with the contours of the Lot 3, Kyle and Erica Subdivision June 20, 2016 Page Two slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments n Existing Septic 499th �iNICHAEL E. ANDERSON.:' r�:, No CE -4361 McCRARY 0 ®TH1 ®TH2 5' N Tre In CA U M 1a ;*Depth\� N89 57 25 "W 180.00 SITE PLAN SCALE 1" = 40' 4 Conflicts with Well tic System on This �i NOTE: No Areas of Excessive Slope are Within 50' or Surface Water Within 100' \ of Any Part of the New Septic System. j E LOT 3, KYLE AND ERICA SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Perc. Rate: 1-5 Min./Inch Application Rate: 1.2 GPD/SF 5' Wide Trench System 1.250 Gallon Septic Tank 4' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 GPD Design Flow 600 GPD/.8 GPD/SF/5 SF/LF*.5 (Red. Factor) = 50 LF Trench Length THEREFORE: Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench at the Location Shown on the Site Plan. Flow Line Elevation in the Trench to be 3' Below Existing Ground. Total Depth to be 7'. Provide 3' of Cover Over Trench and 4' Over Septic Tank. Maintain 100' Separation from All Wells in the Area. 5' TYPICAL 5' WIDE TRENCH SECTION &* •.��,�� (NO SCALE) �� P.............AC q �� 10C NOTE: Grade Area Over Trench to Drain Away.: 49i Minimum 6' Separation From Bedrock. �•••• • ...... ......� ' Minimum 4' Separation From Groundwater. ,. Minimum 100' Separation From Private Wells in the Area. ��a': MICHAEL E. ANDERSON Minimum 100' Separation From Surface Water or Streams: �.,, MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2- 3 - 4- 5 - 6- 7- 8- 9- 10- 11 12- 1 1 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 3, KYLE AND ERICA PERFORMED FOR: TROY DAVIS HOMES, INC. DATE: 5/19/16 PROJECT No.: PARCEL ID#: TECHNICIAN: W. ROBERTS TEST HOLE 1 n-rn-r�-nn OL SILTY GRAVEL. WITH SAND GM/SM BOH @ 18' WAS GROUND WATER ENCOUNTERED? IVO IF YES a WHAT DEPTH? DEPTFI OF WA "PER AFTER MONITORING: NONE DATE. OF MONITORING 5!1i 2016 COMMENTS: TEST HOLE PRE SOAKED PRIOR TO i•. 49th E. ANDERSON SITE PLAN SEE SITE PLAN Yk' E DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TD WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 5/19 1 12:45/12:55 10 1.13"/5.50" 4.371 2 12:56/1:06 10 1.06/5.31" 4.25"- 3 1:07/1:17 10 1.25-75-50" 4.25" 4 1:18/1:28 10 1.06"/5.31^ 4.25" 5 1:29/1:39 10 1.25"/5.50" 4.25" 6 1:40/1:50 10 1.25-75.50" 4.25" PERCOLATION RATE: 2.4 (MIN/INCH) PERC. HOLE DIA. 611 (INCHES) TEST RUN BETWEEN: 4.0 FT. and 5.0 FT. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/7/2016 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5, KYLE AND ERICA PERFORMED FOR: TROY DAVIS HOMES, INC. DATE: 5/19/16 PROJECT No.: PARCEL ID#: TECHNICIAN: W• ROBERTS DEPT -Li TEST HOLE 2 (feet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 OL SILTY GRAVEL WITH SAND GM/SM I WAS GROUND WATER ENCOUNTERED? O NO IF YES n. WHAT DEPTH DATE DEPTFI OF WATER AFTER MONITORING. NONE DATE OF MO DEPTH TO WATER (INCHES) 4L+: • 49th_ SITE PLAN SEE SITE PLAN E. ANDERSaN J NITORING: 6/1/2016 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 5/19 1 2:14/2:24 10 0.50"/4.50" 4.00" 2 2:25/2:35 10 0.63'74.75" 4.12" 3 2:36/2:46 10 0.50"/4.63" 4.13" 4 2:47/2:57 10 0.63"/4.75,- 4.12" 5 2:58/3:08 10 0.50"/4.63" 4.13" 6 3:09/3:19 10 0.50"/4.63" 4.13" PERCOLATION RATE:: 2.4 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 4_0 FT. and 5_0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. IDENTICAL SOIL AS TF11. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/7/2016 ,,yy?.,('A • 4c.- Municipality of Anchorage `� ' On-Site Water and Wastewater Program (907)343-7904 SAF F T' Certificate of On-Site Systems Approval Parcel I.D. 050-321-80 Expiration Date: / 0 -3D- 1 7 1. GENERAL INFORMATION Complete legal description Kyle and Erica, Lot 3 Location (site address) 18500 Upper McCrary Road Eagle River, AK 99577 Current Property owner(s) Brent Mason Day phone Mailing address 11525 Old Glenn Highway Eagle River, AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Four 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual LI Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ WaiverNariance request for: Distance: Received by: i itt t�-'ff(,Ira 11) Date: 7/307 COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ n g01 ill = l j t.(P' Waiver Fee $ Date of Payment 7 4 l"7 Date of Payment Receipt Number O1`i a G Receipt Number COSA# 132 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. Name of Firm Anderson Engineering Phone 522-7773 Address PO Box 240773, Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 7/31/2017 `.'A 1. • 6. DSD SIGNATURE ;�� System #1 Approved for bedrooms +,V ,.•MICHAEL E. ANDERSON : System #2 Approved for bedrooms *#s��,� :CE;438 • �`�� Disapproved ¢�� PRd FES514NA. .? Conditional approval for bedrooms, with the following stipulatlolo'F" il;1/4‘ Jl%(j r. ` U N-SITL c VVATER ANDmt4IASTRINATLR PROGRAM c By: vticOriginal Certificate Date: '7— The Municipality of Anchorage 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 C05A blue sheet_( '• ' 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: Kyle and Erica, Lot 3 Parcel ID:050-321-80 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (YIN) Y Date completed 7/1/16 Sanitary seal (Y/N) Y Wires properly protected (YIN) Y Total depth 305 ft Cased to 42 ft. Casing height(above ground) >18 in. FROM WELL LOG AT INSPECTION Date of test 7/1/16 Static water level 32 ft. ft. Well production 1 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate ND mg/L Arsenic NDug/L Date of sample: 7/19/2017 Collected by: And. Engineering B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 7/7/16 Tank size 1'250 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping Pumper New Construction C. ABSORPTION FIELD DATA Date installed 7/7/16 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF System type 5' Wide Length 50 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth 7.5 ft. Eff. absorption area 500 ft2 Monitoring tube Y Depression over field N Date of adequacy test New Const. Results (Pass/Fail) For 4 bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. N Any rejuvenation treatment (past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access(YIN) "Pump on"level at in. "Pump off'level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >100' On adjacent lots >100' Absorption field on lot 100' On adjacent lots >100' Public sewer main >75' Public sewer manhole/cleanout >100' Sewer/septic service line >25' Holding tank >75' Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: > >5 5' >5' Building foundation Property line Absorption field >100' Water main >10' Water service line >1 ' Surface water Wells on adjacent lots 100' ABSORPTION FIELD ON LOT TO: >10' > > i 0' ' Property line Building foundation Water main Water Service line >1 Surface water >1�� Driveway,parking/vehicle storage >10' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION �.'��V1'ktiii' I certify that I have determined through field inspections and ale Q� '9.F..,:1 _,114.4 .•',C; . N ,. N, UPPER McCRARY ROAD L=15.54' / L-71.68' fr R-20.00' 56.33' R-170.00' \ N 84'14'40.E 15' T&E EASEMENT] . \ \ 1 \ WELL J R.,/00, J 1 GRAVEL ' /DRIVEWAY \ o o.° 0 9.5..PORCH., / • `y"7.9tS .• 't.: ,I °, n O °Q ,i '- ?s �x0 073 32.6' u.)1 0 h'' \ p Z //' 2 ` 2 STORY ...7.,' N 4 ' RESIDENCE g nal 0pi �— Lot 4 a° 2.0' CANT- c" J5.0 p1 NIN Oh O 4O°, O O SEPTIC PIPES Lot 3 57,890 a.f. NN.-15' ELEC., TELECOM., & PUBLIC WALKWAY EASEMENT N 89'57'25''W 180.00' — — — — Lot 8 PLOT PLAN �_ AS BUILT x SCALE .1" = 50' GRID _ NW 0254 Project No. 16-119/B6 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang (Sc Associatesn C . (907) 522-6476 Phone 4..iz,,op44 (907) 522-4625 Fax ' OF A 4.‘4% Professional Land Surveyors kenOlangsurvey.com d •• ,q4 jonathanOlangsurvey.com 0 .i'.• .... °0,, I herebycertifythat I have surveyed the following described property: +%°1•-•.)%��P :�� 49T" -��* LOT 3, KYLE & ERICA SUBDIVISION (PLAT 2002-42) Ap Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that 0 no Improvements on the property lying adjacent thereto encroach on the surveyed OO' KENNETH ; 0 0 premises and that there are no roadways, transmission lines or other visible 1 easements on said property except as Indicated hereon. q0� 71-''L01t1 .4,, 0(1„':.0 . .ls-52Ox. .4' Dated this the `y Day of —_ , at Anchorage, Alaska %., ,biRp 5.... �O A SION It is the responsibility of the owner to determine the existence of any easements, �0k404Q�a covenants, or restrictions which do not appear on the recorded subdivision plot. AECC963