HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 7 LT 10Mountain Park states Block 7 Lot #017-432-06 Municipality of Anchorage On-Site Water and Wastewater Program - (907)343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191043 PID Number: 017-432-06 Dwelling: El Single Family(SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: E New 0 Upgrade Name: Tanya A. & Simon R. Newall ABSORPTION FIELD Address ❑ Deep Trench ❑ Shallow Trench ID Bed ❑ Mound 12601 Lupine Rd. Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade (907) 242-3354 4 1.0 GPD/SF 6.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 5.5 Ft. 0.5 Ft. Mountain Park Estates #2 7 10 Fill added above original grade Gravel length Township Range Section 1.1 Ft. 40 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 15 Ft. 3 5 Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 600 Ft2 Ft. Well >100' >100' N/A N/A >25, TANK 0 Septic ❑S.T.E.P. 0 Holding 0 Other Manufacturer Capacity Surface Water >100' >100' N/A N/A Existing Tank Gal. Material Number of compartments Lot Line >5' >10' N/A N/A NA Foundation >10' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. Pump on level at Pump off level at High water alarm at Remarks No insulation was required or used. in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank Exist. Tank to Exist. Installer drainfield Wilco Contractors _ Drainfield D1785 CO/MT D3034 Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft Inspection 1" 3/6/19 2nd Location and description dates: 3" 4th Bottom of back east door jam. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date r'�'� sl1 *. 49vii,TY• i•� . •.*fir/ .,o... /e Benja• chiller • j �f,,c�it' j,.•CE/ 12592• it Appr ved ti--� -deLf Date Z-2-1-i? iliFDPROFEss10N:417. Inspection Report_9-1-12.doc MOUNTAIN PARK ESTATES #2, BLOCK 7 LOT 10 PERMIT # OSP191043 PID # 017-432-06 \ NORTH PARK DRIVE - - - . r _ N N �T-' i / ' - \7 z I / 0 00--"r---(-).-'0 o o ,. o CV CV ` o a> °' O1 LOT 1 / { °j - °' \ `iXISTING`BIOCYC'LE 6' / { of \\ ��VT 10 \ `\ SYSTEM, ! / / / / z I / \ / 11 / '! l\ (�� i I // 0 ` 3-BDRM H01�I� / I / \'MT2 ,, / )/ �. �. i/ MT1 II I ri � EXISTING WELL /\ 3* \ \ \ 100'WELL RADII I 1 \ \ \ 1I , MT4 MT3 i 1 \ I \ 'L _ Ii 1 s\ I ! I LOT 2 \, 7 — N \ LOT 9 NEW 40' LONG x 15'WIDE • / \ ABSORPTION BED I / N / N ,_ ��\\\ A B LEGEND 'CSG. 11MT1 43.4 43.6 CO-CLEANOUT ..9 co.. MT2 56.8 58.0 2C0 DOUBLE CLEANOUT *: 49 TH *`!1-•:v01i ..*9 MT3 81.0 75.6 FCO-FOUNDATION CLEANOUT ---A 0 MT4 74.2 67.5 FD-FLOW DIVERTER VALVE 1 ; n Schiller j MH-MANHOLE �0,1:',„_... CE 12592 i 0 40 80 MT-MONITORING TUBE Jj . WO"2012 �� = II = FEET 1IkTiiiii st � � SV-SEPTIC VENT \\\•\"`tet ,� E 1"=40' TH-TEST HOLE MOUNTAIN PARK ESTATES #2 B7 L10 PERMIT # OSP191043 PID # 017-432-06 101.5 FINISH GRE 5 7100.4 ORIGINAL GRADE 5 11001111111111110 }�Y��'�. �L-1k-Lv:Y'E�C3���i!��.� L�:�=.tx^o�•T�i{.�:+..1���4L.cw�y-Pw; MOA APPROVED SAND 94.9 94.9 94.4 94.4 93.0 40 93.0 86.4 = NO GROUNDWATER 2/22/19 H — ofA. 49k % 9`TM9 �l 1 pr A PROFILE AS—BUILT (NO SCALE) rt�'`�; .genCE,p592iller GE tt 1PROFESSION��� � March 4, 2019 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 3/4/19 Subject: Mountain Park Estates #2 B7 L10 – 12601 Lupine Rd. Septic system design Dear On-Site Services Engineer: The owner of the above lot had a absorption trench that is in failure, so we are submitting this permit application for the reconstruction of the absorption field. The attached site plan identifies the location of the home as well as the existing well and septic location. 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 toward the west slightly. There are no slopes greater than 25% within 50 feet downslope of the primary 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 100’ from all wells and surface water, and more than 5’ away from the septic tank. 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 OSP191043, Deb Wockenfuss, 03/06/19 910.0920.0904.0906.0908.0912.0914.0916.0918.0922.0924.0926.07.4% 6.1% 6. 3 %5.2% NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FD - FLOW DIVERTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TH A NORTH PARK DRIVE MOUNTAIN PARK ESTATES #2, BLOCK 7 LOT 10 1"=40' FEET 0 40 80 3-BDRM HOME EXISTING WELL EXISTING BIOCYCLE SYSTEM MT SLOPES > 25% SLOPES > 46%Mar 05, 2019 LUPINE ROADMT 10' UTILITY ESMTREBUILD EXISTING 40'x15' BED - INSTALL MONITORING TUBES IN EACH CORNER REMOVE CONTAMINATED MATERIAL & REPLACE WITH MOA APPROVED SAND. MAXIMUM DEPTH 8'. LEVEL BEFORE INSTALLING SEWER ROCK 100' WELL RADII MT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191043, Deb Wockenfuss, 03/06/19 MOUNTAIN PARK ESTATES #2, BLOCK 7 LOT 10 DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 60 MIN/IN APPLICATION RATE: 1 GPD/SF 5 - WIDE SHALLOW SYSTEM EXISTING 4-BEDROOM BIOCYCLE SYSTEM (CATEGORY II) TYPICAL TRENCH SECTION (NO SCALE) 1 " PERFORATED PVC (HOLES DOWN) 30 - 3 16 " HOLES EVENLY SPACED DRAINFIELD ROCK 15' 6" 6" 3'-0" 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 BOTTOM OF BED: 3' 6" BELOW GRADE FLOW LINE ELEVATION: 3' 0" BELOW GRADE TOP OF TRENCH: 6" ABOVE GRADE 600 GPD / 1 GPD/SF / 15' WIDE = 40 LF TRENCH REQUIRED (40' SPECIFIED)) Mar 05, 2019 EXCAVATE CONTAMINATED SOILS & REPLACE WITH SAND Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191043, Deb Wockenfuss, 03/06/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE A SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) Mountain Park estates #2, Block 7 Lot 10 2/15/19 J. Millette DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? NO - None 30 6 5 6 017-432-06 Tanya & Simon Newall 1:45 2/21 1 2 3 4 5 6 30 30 30 4 0 16 5 0 16 1 0 162:15 2:16 2:46 2:47 3:17 1' OB SANDY SILT (SM) (SANDIER W/ DEPTH) 2/22/19 Professional Engineers Stamp: Feb 25, 2019 4 0 16 5 0 16 1 0 16 4 0 16 5 0 16 1 0 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191043, Deb Wockenfuss, 03/06/19 Municipality of Anchorage .'::~' Development Services Department Building Safety Division On*Site Water and Wastewater Program, 4700 S. Bragaw P.O. Box 196650 Anchorage, AK 99519-6650 Page of www. ci.anchorage.alcus (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. ~'O~,j~j Ol~ll PIDNumber: 0 1'7- /~,,~.-- ~)~' J-, H. [[~,.J~-.A~J-kl~ WastewaterSystem: [] New [] Upgrade I~gO I ~U ?t tq ABSORPTION FIELD LEGAL DESCRIPTION r qg Well: [] New [] Upgrade Ic'''~''~: I_~ F,. J :s~. ,,. c.~..~.~, c...~ TANK SEPARATION DISTANCES rlseptic rlHolding rlS.T.E.P. ~.Other. Tank Field Station Tank Sewer Uae ]~;C'~ '~_. L.~ /~0~ " lotJ o* I '"": ,...w. a I. .Io u ! o ~V/ s~.. ~.,,,.~,.:LIFT STATION En~inee. r's Stamp . ~., . -_> ,.. .... Inspections performed by: '~,~ Dates: 1"/7,,/~ z. ~;., ........ ,... ~ ...... · Development Services Department Approval Reviewed and ~pproved by: ff')~'~' ~/. ~ Date: ~ '.21~t-o,,,~, "~"~'~ m m mmmmmm m I ' j ~ BENCH MARK ~4~ ~ mmmmmmm{ AC &$ fT AD 45 I ~ 17 A~ 71 Al' ~g SYSTEW DES/GM Y 22, 2002 I U SHEET: 2/$ GRID: 2839 MPEO 710~.B WG PERMIT # SVOB..~.,., Iq! PID # D17-43£-~ 4' MONITOR ASTN 3~34 ...... ~L~'~ £1~v~ ~ AVA, I I ~TE~ INSTALLATION ~ ~L ~I~CT~ ~TERI~ F~E ~ 4~ ~_,_~ ~I~ ~A~ ~L ~- ~ , , g~ ..,. , .., 7 [OBBEN SPURK~NO P.E SEPTIC S~TE~ SHE~4nC 203 · I~. AVENUE ANCO. AK. ~501 12601 LUPIN~ DATE: ~UN~ 18, 2002 (907) 279-J916 EH. REAGAN SHE~: S/S GRID: 28J9 PERHIT ~ 2VO~O~I P1D ~ 017-43~-fl6 ILAOO7C2flVG FROM : CARCELELECTRIC FA,*< NO. : ~4640J2 Jun. 18 2882 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD , INSPECTION: VOICE $63.3464 INSPECTION: FAX {g~)71343~235 INFO: 343~211 P! TYPE OF INSPECTION: ~ N,O '~'~ NO NONCOMPLIANCE OBSERVED [ ! CO~C~'~NS,'SSL~n~u. ~S ~XPU~*~SO EELOW I~! ~U. ~J-'..SX~,~E A~ N=XT ,~S~'"C~Ot~ [ 1 ~0 NOT CO~C~U. u~rn- COMMENTS: (FOR INSPECTOR USE ONLY} MUNICIPALITY OF ANCHORAGE Developmenf Services Deparfment On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 190650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 03, 2002 Expiration Date: Jun 03, 2003 Permit Number: SW020141 Parcel ID: 017-432-06 Legal Description: MOUNTAIN PARK ESTATES #2 BLK 7 LT 10 Design Engineer: 0007 Tobben Spurkland, PE Site Address: 012601 LUPINE RD Owner Name: L. H. Reagan Lot Size: 19215 SQ. FT. Owner Address: 12601 Lupine Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99511-2634 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Date:,~~.~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel Permit Number SW O ~.~ I41 _ Property owner(s) Mailing address (1) I-- I Mailing address (2) Legal description (Lot, Block & Sub'd.) L o'~' tO t [:~' ''~ Legal description (Section, Township & Range) Lot Size jcl g ~ 5" Acres/~) Number of Bedrooms Day phone Zip Code THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROP[=RTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] [] Water Storage [] Jacuzzi Water Softening Unit 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, (Signature of property o~ ~ Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 9950 I (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 10, BLOCK 7 MOUNTAIN PARK ESTATE #2 12601 LUPINE Municipality of Anchorage Development Services Department Building Safety Division On Site Water and Waste Water Program 4700 South Bragaw Street Anchorage, Alaska 99519-650 May 22, 2002 We are submitting an application for the upgrade of the septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements ofthe lot, ofwhich only the septic system is subject to this permlt application, (sheet 2/3), and a schematic ofthe septic system, (sheet 3/3). Soil logs and percolation tests of applicable test holes are also enclosed. The septic system design is based on the following: Groundwater During Break Up at 12 Ft. Use Standard Bed with BioCycle Soil Rating. From Testhole 05/15/02. 60 mia/in = I gal per sq.tt/day No. of Bedrooms 4 Requlred Area per Bedroom: 150 ft. Total area required: 150 x 4 = 600 sqfl Rock Depth 0.5 feet SYSTEM CONFIGURATION BIOCYCLE STANDARD BED TOTAL LENGTH 40 FT TOTAL WIDTll 15 FT TOTAL DEPTII 3 FT ROCK DEPTil 0. 5 FT COVER 3 Fl' The installation of this septic system will not prevent wells from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoffwill not result from this installation. I I I I I I~ I V~£AVT I 1 3 I 49~h NORTHPA£K DRII/E III 1 I I I I I II I I I I T I I I I I SCALE, 1' = 100 F~ O. TO/~BEN SPURKLAND P.E. 203 W ISTN. AVENUE ANCH. AK. 9950! 10, BLOCK ? MOUNTAIN PARK ESTATES 1250! lUPINE £H. REAGAN II SEPTIC SYSTEN DESIGN DATE: HAY 22, 20O2 SHEET: I/$ GRID: 2839 PERMIT # SVO2OXXX PIB # 0/7-43£-06 MPEOTIOLBVG 15 N SCALD 1' = 30 F~, s rr ~P. I BLOCK ? I2601 LUPINE L.H. REAGAN SEPTIC SYSTEW DESIGN DATE:WAY 22, 20O2 SHEET'.2/$ GRID: 2859 H?EOT/O~,D~VG A~T# 3034 I ~ ~ ~4' ~I~A~ L~LI~ ~TE~ 4. ~L ~ T~ ....... ~ ~¢~2~.~....~.....:f~ 203 · 15TH. AVENUE OATE: ~AY 22, 2002 12601 LUPINE AHCH. ~K. 99501 LH.R~N SHE~' 3/3 GRlO: 2859 PE~SIr ~ Svoexxx PI9 ~ 0]7-13e-06 ILAOOTC~gVG 2-1/'2' Performed For: Legal Description: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P,O, Box 196650 Anchorage, AK 99519-6650 v,,~vw.~.~nchorane ak.us (907) 343-7904 Soils Log - Percolation Test LOT' '1 O; 1'5 ~'- -~ ~ ~ IJ ~. Township, Range, Section: Slope Site Plan 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 16- 17- 18- 19- 20- COMMENTS WAS GROUND WATER ENCOUNTERED? ~ YES. ATW~TOE~N? Depth to Water After Monitoring? ~ Date: Reading Date Gross Time Net Time Depth to Water Net Drop 77'/ PERCOLATION RATE ~ (~ (n~u~.,~,nc~) PERC HC~.E DIAMETER TEST RUN 8E'I1NEEN ~ FT AND PERFORMED BY: ~,-~ I ~ ..~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Parcel J.D. 017-432-06 Certificate of On -Site Systems Approval Expiration Date: Complete legal description Mountain Park Estates #2 Block 7 Lot 10 Location (site address) Current property owner(s) Tanya & Simon Newall Day phone 907-242-3354 Mailing address 12601 Lupine Road, Anchorage, AK 99516 Real estate agent Brenton Dewan 2. TYPE OF DWELLING: 0 Single Family (w1wo ADU) ❑ Duplex Fj Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER Day phone 563-1438 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well FX Private Septic Z Water Storage F Holding Tank El Community Well El Community F Public Water System F Public Sewer F Waiver request for: Distance: MMM= Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. ----------T IL45-1 C COSA Fee $ Date of Payment Receipt Number_ D */qb COSA # 05 11y t-ec f--lAr, Waiver Fee $ Date of Payment Receipt Number Waiver # 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Forge Engineering Address 1399 W. 34th Ave Suite 101, Anchorage AK 99503 Engineer's Printed Name Benjamin Schiller, P.E. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, Phone 907-522-7773 Date 3/8/19 Aw `AQP 49 7H �j Benj4'Chiller CE 12592 �w``Ck-3/9/19 .� with the following stipulations: y. Original Certificate Date: 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 COSA ChedWis! blue sheet bio , EWATC!-\IC`s SkG`%NII1C. TRTM SYSTEMS BioCyclo Alaska, Inc. 3705 ARCTIC BLVD., #313 Anchorage, AK 99503 Item Code I Description Excavating Excavating and exposing Biocycle tank (as per Wilco excavating) Labor Repairing and fiberglassing Biocycle tank Materials - Fiberglass and foam blocks for backfill Phone: (907)274-0314 Cell: (907) 331-7978 E-mail: crbioak@gmail.com I Customer Simon and Tawyna Newell 12601 Lupine Rd Anchorage, Ak 99516 Date Terms 5/31/2018 Due by 7/1/2018 Quantity Price Each Amount 1 16 1 0 0 Pow in Subtotal Sales Tax (0.0%) $0.00 Total Payments/Deposits $0.00 Balance Due COSA Checklist Legal Description: Mountain Park Estates#2 B7 L10 Parcel ID: 017-432-06 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA 0 Well log is filed with Onsite (or attached) Well production at time of test 3.2 gpm Date drilled 10/2178 Water storage tank volume N/A gallons Total depth >160 ft Well disinfected for coliform test? ❑Yes ❑t No Cased to Unknown ft ❑ Coliform bacteria is Negative M Sanitary seal is functioning correctly Nitrate 0.236 mg/L ❑ Nitrate less than MRL(ND) N Wires are properly protected Arsenic ug/L ❑■ Arsenic less than MRL (ND) Casing height(above ground) 14 in. Collected by Forge Engineering Date of flow test for COSA 3/7/19 Date of Sample 2/15/19 Static water level at beginning of test 41.3 ft Comments Well log is present with the Muni files, but illegible. B. TANK DATA C. LIFT STATION Age of tank(s) 17 years ❑■ Required maintenance completed Tank type/material F'bergiass Age of lift station 17 years Measured operating fluid level in septic tank Lift station material Fiberglass ❑� Standpipes/foundation cleanout per record drawing Comments: This is a Biocycle tank. Maintenance Date of pumping performed by Biocycle Alaska. D. ABSORPTION FIELD DATA Shallow Bed Which system tested (date installed) 3/7/19 Adequacy test date MI ALL standpipes present per record drawing Results ['Pass For bedrooms Total measured depth from grade 7.1 ft(max) Fluid depth prior to test in Measured depth to pipe invert from grade ft(min) Water added gal ❑■ N/A—pressurized field New depth in Monitor tubes go to bottom of effective. If not, state depth into effective Elapsed time min MCode-required soil cover over field Final fluid depth in ❑ System presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies:New absorption bed. COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout> 100' 0 Yes if No ft 0 Yes if No ft Neighboring Tank > 100' El Yes if No ft Private Sewer/Septic Line >25' El Yes if No ft Absorption Field on Lot> 100' ['Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Animal Containment> 50' 0 Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' El Yes if No ft Q Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 1=I Yes if No ft Surface Water> 100' 0 Yes if No ft Property Line > 5' El Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' CI Yes if No ft Private Wells> 100' El Yes if No ft Water Main > 10' El Yes if No ft Community Wells >200' 0 Yes if No ft Water Service Line > 10' El Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells> 100' fl Yes if No ft Water Service Line > 10' El Yes if No ft Community Wells > 200' [J Yes if No ft Surface Water> 100' 0 Yes if No ft F. ENGINEER'S COMMENTS 4~OF '4�,glll G. ENGINEER'S CERTIFICATION rA%kQ ; •.et l� A; -1 1 certify that/have determined through field inspections and review %*: • •'9 of Municipal records that the above systems are in conformance with '49 TM l' • * r MOA COSA guidelines in effect on this date. lir• • • • le •. • • •'U' • • • . .. • • r % Benja chiller : r+r#11••• CE 12592 fi �fF'•,• 3/8/19 ,•���/ 1kVPROFEssow�.4 COSA Checklist yellow sheet 1�VVN`�Z GRAPHIC SCALE: 1 Inch = 30 Feet i --- 4 15 0 15 30 60 Ja o v i --- - - - f� 0� TH PARK nRiVE • -- - - ® BFB �_ - 00 N89'57'45"W 183.00 D v� D x� 7 �A o Z ti, ' N 0 O O 1Z k* TWO STORY a Com, W000 FRAME4 CfriO I� DECK OVER O�HOME �O: 01 GARAGE ` F—fC v,:_r_. ,,, S .SEPTIC• i O C:7 13.- �; / 1 a-) 0 > cn CD cn •50p1\c• i OT' AL,( ‘ — SN ?^0' writ If(S.'• it + 30 — — N89'56'06"W 183.00 �* �= �\ ti BOBBY r. evsu.rrr i Bobby F. Burnett NOTE; IS-6484 2941 'Carriage Drive Some minor features maybe omitted -(5--/ i/ Anchorage, Alaska 99507 due to deep snow and ie at the time 1, Pess1ovio, i (907) 350-5541 of this survey. ''ii..-...--0.-f Date Scale Legal Description 3/15/2019 1° = 30' I hereby certify that the property described hereon has been surveyed Lot 10 Block 7 by me, or at my direction, and that the improvements situated thereon Grid are within the property lines and do not overlap or encroach on the SW 2839 AS-BUILT MOUNTAIN PARK ESTATES property lying adjacent thereto unless otherwise shown. That no Drawn byField Book SUBDIVISION #2 improvements on the property lying adjacent thereto encroach on the premieres in question and that there are no roadways, transmission BFB ASB-2019 PLAT # P-561 lines or other easements on said property except as shown. PO BOX 240773 ANCHORAGE, AK 99524 GE 522.7773 677.7766 (FAX) ENGINEERING FORGECIVIL.COM March 11, 2019 OF A(q�l` • . .��# MOA Development Services, On-Site Water& Wastewater Program * 49 TH 4700 Elmore Rd T Anchorage,AK 99507 •••„ •••,� •• ••• Be* 7 iller . j 9144,;: CE 12592 .•%.•: 3/11/19 .3 Subject: Mountain Park Estates#2 B7 L10— 12601 Lupine Rd. ilk`�\\ohi` � Conditional COSA request Dear On-Site Services Engineer: The owner of the above lot is finalizing the sale of their home, with a signed agreement and a closing date. Unfortunately, during the last inspection of their Biocycle septic system, they discovered that the lid of the fiberglass septic tank had cracked, likely during the earthquake in November of 2018. This cracked lid does allow some surface runoff to enter the tank,but does not affect the working of the system or allow for effluent to leak out(see attached pictures). Biocycle has examined this tank and is confident of the repair. The earthquake caused similar cracking in the lids of several other tanks in town. They are able to expose the top of the tank and use a fiberglass patching substance to seal it again. However,they are unable to do this during the freezing weather, as the patch needs to cure in warmer temperatures. Biocycle has given us an estimate of the repair cost,including the cost for the contractor to expose the top of the tank.We are requesting that a conditional COSA be issued,with an amount of money equal to 200%of that bid placed in escrow to guarantee the tank repair when the weather is warm enough. Sincerely, Benjamin Schiller,PE 3705 Arctic Blvd #313 Anchorage AK 99503 110-E-Alaska Email: crbiAnchak@gmail.com orage AK 99503 (907) 274-0314 4th Quarter Inspection Report 2018 Homeowner Info Customer Name: Simon and Tawnya Newell Tank#: 135 Install Date: June 2012 Address: 12601 Lupine Drive Area Upper DeArmoun Initial Inspection: Alarms Tested: Air High Water Battery Tested: Yes n No ❑ N/A (Please make sure alarm is on "normal", not"mute") Does system have a septic tank ? No [l Yes ❑ (Recommend pumping tank every 2 years) Is System Lid Locked? Lid hardware in working order? Is there any noticeable odor? Yes gl Repaired ❑ Yes gl Repaired ❑ Strong ❑ Mild ❑ None System Inspection Inlet plumbing in working order? Solids pillow normal? Yes Replaced ❑ Yes g Requires Pumping ❑ ration Chambee' Are all aerators functioning? Any buildup of solids? Yes 171 Replaced ❑ Yes ❑ No rifi,c•.tion.:Ch.a . ber,:..; Clarification return system operating? Any buildup of solids? Yes ❑ Adjusted g Yes ❑ No pH Reading: Dissolved Oxygen PPM Turbidity of discharge (in FTU) (pH of 6-8 is ideal) (2-5 is ideal) (Under 35 FTU is considered compliant.) 7.2 3.6 15.6 Pump float operating? Alarm float functioning? Any buildup of solids? Yes 1Z1 Replaced n Yes Replaced n Yes ❑ No [A Filter cleaned? Discharge line condition: Yes g N/A ❑ Good 4 Replaced ❑ Comments: Substantial earthquake damage to biocycle, top of tank cracked and leaking Has emailing or mailing of form been requested? Inspected By: Chris Date: 12/06/2018 (contact office to request...) Yes piNo MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT" made and entered into as of this ; ) 4-Day of February of 2019 , by and between Megan E. Engler ,herein the"OWNER,"and the Municipality of Anchorage,herein the"MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein,the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Biocycle Septic by Sperkland located at(legal description) Mountain Park Estates #2 Block 7 Lot 10 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement,the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. Uva- • It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s),maintenance,adjustment(s), replacement costs,and inspection costs. This includes an annual maintenance fee(typically$400 to $600). (Ii Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. 1 Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system,which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 U_G Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. 'E Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. V k Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. VW/t; Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. P'' Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title,and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 • • OWNER: , By: (signature) Date: a. /a I 111 Me•an E. En•I (print name) Pr STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this fsiaday of February , 2019 , by Megan Ei er `� iitt ei1 (/ ,rl - MYRTLE S.J.LEWIS-MOSBY N I7ARY P Fri ASKA Notary Public a M Commission expires. ebruary 21, 2021 StateofAres Febp My Commission Expires F21,2021 MUNICIPALIT L By. — (signature) Date: 3-27 lY (print name) Title: • (rev. 05/18/2018) Page 3 of 3 MunicipalitYof:.Anchorage · .. .: .'> , , Developme~t.Ser~i.C~:~.~.~a~t~ent . ~ ~ T. P O. Box 196650 Anchorage 'AK 99519-6650 .;, '..' ~ '" · , .: t,. ', ,CERTIF CATE OF HEAL, TH AUTHORITY APP, ROVAL./...; Expiration. Date:. 1. GENERAL INFORMATION ,Complete.!egal description Location (site ~dS?-e-~s or directions) '[ ~.~0 t LL~I ~'q ~-. Current Property o~mer(s) Uailingaddress I'Z~ol t-.o Pl'~'~'-:" -" :'-" ': ' "' ' Lending agency Day phone Mailing address · 2. NUMBER OF BEDROOMS: 3. -TYPE OF WATER SUPPLY: ' Individual Water Storage C~mmunity Class Well Public Water System Real Estate Agent ~',,l~/f'~- .La E~- I~.~.AS~,,~-.E Dayphone ~.~-~,,~,.~. ' Unless otherwise requested, HAA will be held by DSD forpickup. .TYPE OF WASTEWATER DISPOSAI~:*- Individual On-site [~ [] Individual Holding tank [] [] .......... c0mrfibhity On-site .............. [] - [] ....... Public Sewer ......... [] The Municipality of Anchorage Development Services Departrdent (DSD) IsSues Certificat;~'ef'Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is net responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I vedfy that my investigation, based on procedures outlined in the Health Authority 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 vedfy 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. NameofFirm "~'J.~Tp~",~-~ ~.~Du~'~[~,~~ '~E ' PhOne Address b-~' ~_~ ~J~-4~ ~ /~_. Engineer's Pri.nt.ed Name "~O~1~.4;~ ~fJ~-I/..(~-. Date .', ~/i~'/o~.. 5. DSD SIGNATURE ~ Approved for . ~ Disappr0ved~- ' Conditional approval for ..... .~ ,.~}"~,~.,-,,.~.~.'., ~ ~.~., .,, ...... ~.. bedrooms, with the following stipulations: bedrooms. Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X M.aintenance Agreements Supplemental Engineer's Report Other Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Souttt Bmgaw SL P.O. Box 196650 Anchorage, AK 99519-6650 ~wnv. ci.anchomge.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST LegalDescriptton: ~oT"ii~: B~.'"I: H00~T'~d{~ '~A~- ~'T PamellD: OI7- qSP--Db A. WELL DATA Wa" typa jo/_ Date completed .~.Z.~7 ~ Total depth Ibp'~ · Date of test Static water level Well production WATER SAMPLE RESULTS: ff A, B, or C provide PWSID # ~* Sanita~/seal (Y/N) '~ FROM WELL LOG Coliform ~._.~coloniea/100 mi. Arsenic: mg./I. Date of ~ample: ~/,/0 ~ Well Log (Y/N) ~' Wires pmparly protected (Y/N) Casing height (above ground) AT INSPECTION g.p.m. Other bacteria I colonies/100 mi. ~ttected by: ~ gp,,'v-L*,,,,~ SEPTIC/HOLDING TANK DATA Tank Type/Material Tank size /_~ gal. Foundation cteanout (Y/N) Date of pumping t~ C. ABSORPTION FIELD DATA Date installed Total depth ~ ft. Number of Compartments q Depression over tank (Y/N) ~ Pumper /.,/ Date installed Cleanoute (Y/N) High water alarm /o,/?,/g~ 7-, Soil rating (g.p.d./ft~ or ft2/txlm~)l- Eft. abso~tion ama.~z~_~ Monitedog tube Date of adequacy test ~l.4J~ Results (Pass/Fail) Fluid depth in absorption field before test I~in. Water added Elapsed Time: ~/min. Final fluid depth ~in. Absorption rate >= Any rejuvenation treatment (past 12 mo.) (Y/N & typa) Gravel below pipe ~2.j.,~ ff. Depression over field For ~ bedrooms New depth J g.p.d. If yes, give date O. UFT STATION Date installed 'Pump on' level at~--~'" in. E. SEP TIO, O,STANCES in as,ohS 'Pump off' level at ./~//*in. Cymes tested Manhole/Access (Y/N). ~'/ High water alarm level at. Meets almm & circuit requirements? '%/ SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lotI O { Absorption field on lot 1, ~ Public sewer main r'/~. Sewer/septic sen~ice line ~C:~C~ ~ On adjaCent lots On adjaCent lots Public sewer manhole/cleanout Holding lank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main )"//Ar' Wells on adjacent lots Property line, ~ C~ Absorption field Water service line. pO- ~ -I, Surface water. SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Pmpe~'7 line Water ServiCe line Curtain drain F. COMMENTS Building foundation ~; Sur/ace water /q/~ Wells on adjacent lots. Water main G, ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Munic/pal records that the above systems are in conformance w~th MOA HAA guidelines in effec~ on thi~ date, Engineer's Pdnted Name '~o ~Jo ~ ~.~1~ u v' k[~.~.~ Date ~, - /~ - (~ ~ '~ HAA Fee $ Date P.,ment Receipt Number (Rev. 1~1) Waiver Fee $ Date of Payment Receipt Number EST 222 6072 LLI N 89°57'45' W 183.00' i S80°56'06~E 183.00' LDT ~' "~OR: 9030 I het'eb7 ee~t.~ e~ vt~L~ ~ p · ~nd ,, 3340 A~ctic Boulevard, Sufte 20~, Anchorage, Alaska 99503 Telephone 272-3535 P.O. Box 73~78, Fair~an]~s, Alaska 99707 Te/ephone 452-5198 RE: Septic System September 27, 1~78 I, F. Robert Bell, have.had an inspection made under my direction of Lot 10, Blk.7, (sub.)'Mountain Park Estates (addn.)2, Plat # 561, Anchorage Recording District, Anchorage, Alaska. Located at the corner of Lupine and North Park, Anchorage, Alaska, Municipality Permit number B 2834-78. The trench was sized for a four bedroom house with a soil rating of 190 sq. ft. / bedroom. A test pit was dug on site to 21' and no ground water was found.. The bottom of the seepage trench is 17' below the ground surface. The screened gravel fill d~mension is 75' long, 5' deep, and 2.5' wide. A 1250 gallon septic tank was installed. No non compliance observed. F. Robert Bell P.E. I cu~.~, - ~JILL ~tAM ) CoLIT1~..-~-~, Bell, Herring and Associates '-'~ ENGINEERS AND LAND SURVEYORS · rUBJECT: ....~ '~-- ~:~r'r I ~_.. ~:~ LrJ ~T~" JL~ I LI.~ P'F--C'T' I O1~ s~. I o. I ! DATE ~_-?'~ ~'~ 1'~71~, F~L~,( ? ~ lalOIJIdTAIILI ?~I~K LO'[- I C~ ~ Lt,< 7 A/~t~ TH ,°,4 t?' If D/f l VH ~0.0' IB~. OO ' LOT /D SCALE I"-- 50' Steve Sorensen I HERESY CERTIFY THAT AN ACCURATE SURVEY OF THE FOLLOWING DESCRIBEO PROPERTY Lot 10, Block 7 ' Mountain Park Estates, Add #2 WAS .AOE ON 13 November --_----3Q7RAND YHAY THE PROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LYING AOJACENT THERETO, T~T NO IMPROVEMENTS ON PROP- ERTY LYING ADJACENT THERETO ENCROACH ON THE PREMISES IN QUESTIOC4 AND THAT THERE ARE NO ROADWAYS, TRANSMI$-/'''' SION LINES OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. ANCHORAGE. ALASKA. THIS 22nd BAY OE November December 29, 1978 9780686 Stephen Sorensen Post Off~ce Box 541 Girdwood, Alaska 99587 Subject: Lot 10 Block 7 Mountain Park Estates Subdivision A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well~ a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720° Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw enc: copy of permit I)EPI::II:;.:THE':NT (.'iF:' I-.iEFIL. I'H Fi1.',f[:, E1.'~"/:[ I::::O1.',It"IE}',fTFIL F'ROTECI" :1: ON d:.:: ._ ,.:i-fL G F'I.::;. E.'L..7I';./ \ LCIT :5IZE ,::, ,-; ._ L. *%-'~; l"R E E 'T'., Ft N C: Ft CI F:: Fi 13 E., F'I 2E;q---4-72Et -' B,,.~, E: L. E .... F~ ~..,~ IF.:, F:'E:Fi:FiL(T, NO. ,' 7:E:OEE ~; Pt-FI_Z_., t.II :B I"EF'I4 E['..I L. CICI:::IT .'!: O1.',l L. UP !' NE LEEiFIL. LT. ::LC~ BLK. 7 I'iTl'.l. F" IE£: tFE' Ir'd] % '"F" FEET 'I".~'F'E ElF SOIL F:IE:SORBTICI1..,I :S"r'$TEH IS: TRENCH HFI;'-,', .'[ HUH NLIHE:EF.'.' OF:' 13EL":,I:;?.CIOHL:.?; = ,:I- 2~;CIIL RWFING ,::SQ FT,-."E:f~::.',= 'FFIE F?.IEQUIREC, '.:.:;I;ZE O1::: THE THE LE1.-.I[:~i"FH £:, I HENS :[ O1..,t I 'F., THE LE1..,IFiTH ,:: 11..,1 FEET ::, OF THE TRENCH Eft;E: E:,RF:I:!: NF ]: ELD,. THE E:,EF:'TH OF FI TRENCH OR F']:T IL:'; THE DISTFINE:E BEt"HEEN I"HE SLIF,.':FI":IC:E OF THE GI:;?.OU1..,I[:, F:t1.,t[.':, THE BO'T'TOH OF THE E::.-','E:FI',,,'R'F!'OI',I ,:.' I1..,I FEE:T>. 'TI'lEi:RE IZ, 1'40 SET HI[;:,TH F'OF.: TRENE:HEXS. THE GF;:R',,,'EL. E'.,EPTH I2; THE HIN:[tqUr,'I DEF'I'H OF GRFI',,,'EL E:ETHEE1.,I THE OU'T'F'RL.L PZF'E F:iI'.4E:, THE E:OTTOH OF THE EXCF:I',,,'RI*ION 411''~ FEET.':'. F'E:F:H ]: 'F FIF:'PI_. I C:RN'I" HFI$ THE RE.ELSF:'ONS 1' B I L .'[ T"r' TO ]: NFORr,'I TH ]: E; I.)EF:'FIFi:TIqENT Dt.IR !' I",IG 'T'HE :[ 1.'4'ZTFII...LFiT .'[ 01'.,1 .I N2;F'ECT]: ON'.E; OF' FINer' ,klELLE; FID..]'i::ICENT 'T'O TH 1' E; PF?.OF'Et:RT"r' FIN[.':' 'I'HE I",IL$1E:E:B'. OF:' RE:BI[:'E1.qCE:2:; THFtT THE: HEL. L..[4]:LL ~;,Er-~:',,,'E. ................... 'T' IL,..~ C~ ,,:.~ 2E: ) Z ['"~ :E~; F" E: (::: "IF '_[.: C.} ~'..,I1 :.'.=.':; F~ lf:;:~: EE: F.:." E: C-':.~ LI~ % EEL' EE E: ....................... E:FtCKF :[ L.L .'[ NG OF' F:IN"r' LS'T"."~;TEH 1.4 t TFIOUT F'Z NflL :1: NSF'EOT Z O1.,1 FINE:, F!F'PRO',,,'FIL. B'¢ TH Z E; t)E[::'F:iRTMENT FI:ILL BE SLIB.J'EE:'1' TO F:'F:OE;EE:UT]:ON. H :[ N l HLIr,'I D I E;TFII'.4C:E: BETF.IEE1.-,I R HE:LL RN[> RN'T' IZi1..,t.....';_..g t 'TE :~:;EHI':IGE [.':, I :[~;I::'O:E;FII... L::;'.r"i:;TEH ]::~; :I..C~EI FEET FOR R PR I",,'FITE HEL. L.~ .L1. SEI TEl 21ZIIZI FEEl" FF:'.OH F:I F'UBI_.IC [,.IEl..[.. E)EPENC, ING UPON THE T"r'PE OF:' F'UE;LIC HEL_L. F.IELL t_OEiS FIRE REE.:iUIF.':ED RND HLL'L';T BE:. RETLIRNE[:, 'TO THE E:,E:F'FIRTHENT I.,.IITHIN OF THE 14ELL COf'IPL. ETZON. EITHEI:;?. REQUI[;::EPIENT':E; HR"r' RF'PL"r'. SPE:C'!F:ICRTiE:IN'.:~ FIND C:OI"4:.:::,TF?.I.JCT]:E)N [::,:[RGRRH:E; F:IRE: FI","F:I I LFIBL. E l'O I NE;IJF.:E PF?.I:)F'EF..' ]: NL:;'T'FILLRT]; ON. :[ CERT :[ l::"r' THRT ::L: :[ FIH F'F:IPiILZFIR HITFI THE F.':E:QU:EREME:F,FI":E; F:'IZIR ON-"SITF :E;EHEF-.':'5, FIND 14EL.L:'S R2i; ZET F'OI:~:TH [3'¢ THE HUN IC]:PF:ILIT"/ OF' FI!",ICHORRGE. 2: I 14IL. L. Ii",I':'~.:,TFILL THE S'T'STEH IN RCCOF::DRNE:E HITH THE E:ODE~.S. :~:: I UN[::,EF.:STFtlq[::, THFll- TI:;]E ON-'Z:[TE 5[.::!-,IEF~:: S"r'E;TEP1 HF:I"r' .r4:EE.:¢JIRE E1'.,tLFII:;b]~iE:P1ENT fREE; I [:,ENC:E 1:5 ~F~:Ef'IO[:,EL. EI~/TO :[ NCLUE:,E HOF.:E: THFIN 4- E:EE:,F:OJ2~':.:.;. :E; ]: G1..,tE E:,: .......... ~ ....................... ; ..... 2 ............................. __ E""r' ,.../ ,..~ ~2~' ...........E:IF:ITE IF THE Anne 5, 1978 RiSd'/ No. 851126 Bell Herring Association 801 West Fireweed Lane Anchorage, Alaska 99503 Attention: Mr. Steve Sorenson Subject: Soil Investigation for Sanitary Sewer System, Lot 10, Block 7, Mt. Park Estates Subdivision, Anchorage, Alaska Dear Mr. Sorensen: At your request of May 29, 1978, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on June 2, 1978, consisted of a test hole drilled to a depth of 20 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approxi- mately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally gently-sloping. At the time of the investigation the site had original vegetation consisting of spruce and grasses. The top of the test hole was located at original ground sur- face. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was encountered in the test hole at a depth of 17 feet. Bedrock was not encountered. At the time the hole was drilled seasonal frost was not pre- sent. Permafrost was not encountered. A percolation test was performed within the bore hole at the depth shown in the attached Table 1. Ail depths were measured from the top of the hole. The data in Table 1 show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rate was 12.5 minutes per inch. June 5, 1978 Bell Herring Association Page -2- We appreciated this opportunity to be of service to you. Please contact us if you haVe any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS, INC. Lynne Kosikowski Staff Geologist JMB:LK/kah F NUMBER I Date Completed: 6-2-78 SOIL DESCRIPTION ORGANIC MATERIAL Dark Brown, Dry to Slightly Moist, Soft 2.5' SILT (ML) Few Gravel Inclusions Brown, Slightly Moist, OSoft to Stiff LOCATION SKETCH No Scole T20' T.H~. 1 75' ~ LOT 10 ~ , NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN MEASURED BY SURVEYING METHODS. 13.0' SILT W/TRACE GRAVEL (~m) Brown, Slightly Moist to Wet, Stiff W.Do 20' T.D. Water Table Encountered at 17' While Drilling EXPLANATION ~ ORGANIC MATERIAL Little Visible Ice 0:10' Vx -~--A.B. ~---ICE DESCRIPTION ~ k-DRY DENSITY .L-SAMPLE NUMBER (.~ Ss,72,ST I°/o B§.Bpcf ' BEDROCK L_ FROZEN GROUNO W.Z~-WH/LE DR/tt/NG TYPICAL SOILS LOG I A,a-AFTERBOR/N$ Ss 1.4 "SPLIT SPOON WITH 140 L~ HAMMER Sz 1.4" SPLIT SPOON ~ITH 340 ~. HA~FR Sh 2.5" SPLI~ SPOON WITH 340 L~ HAMMER ~p ~.5" SPLIT SPO0~, PUSHED A AUGER SAMPLF Ts SHFLBY TU3F Tm MOO/FlED SHELBY TUBE Bs BULK SAMP&F SAMPLER TYPE SYMBOLS ~ ORGANIC ~ GRAVEL MATER/A. F~D~ GOBBLES ~ ClAY BOULDERS ~'~ SILT ~ BEDROGK SOIL SYMBOLS I IDWN. LMK l CKD. / DATE. 6-2-78 / SCALE~ee abov~ SOILS LOG JJ LOT 10, BLOCK 7 MT~ PARK ESTATES ANCHORAGE, ALASKA IPROJ. NO 851126 [,DWG. NO A'01 ~ TIME ELAPSED TIME PERCOLATION TEST SORENSON R & M NO. 851126 FEET DROP IN INCHES 10:30 10:31 10:32 10:33 10:34 10:35 10:36 10:37 10:38 10:39 10:40 10:45 10:50 10:55 11:00 11:10 11:20 11:30 0 1 2 3 4 5 6 7 8 9 10 15 20 25 3O 4O 5O 60 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.15 3.15 3.15 3.20 3.25 3.25 3.30 3.40 3.45 3.50 0 0 0 0 0 0 0 0 0.6 0 0 0.6 0.6 0 0.6 1.2 0.6 0.6 4.8 12.5 Inches Total Drop Minutes Per Inch F. - STATE OF ALASKA 666 DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING, LAND & WATER 9 0; Alaska Hydrologic Survey WATER WELL LOG Revised 08/18/2016 Drilling Started: / / Completed: 9 129 / 1978 Pump Install: City/Borough Subdivision Block Lot PropertyOwner Name & Address ® SR ES E N Anchorage MOUNTAIN PARK ESTATES 2 B071STEPHEN ' Well location: Latitude Longitude Meridian S Township 012N Range 003W Section 26 NE 1/4 of SW 1/4 of NE 1/4 of NE 1/4 BOREHOLE DATA: (from ground surface) Drilling method:'.. it rotary,�able tool,QOther Suggest T.M. Hanna's hydrogeologic classification system* Well use:OPublic supply,ODomestic,[]Reinjection,nHydrofracking httDS:/Imy.ngwa.org/NC Product?id=a 185000000BYub3AAD commercial, F!Observation/Monitoring,E]Test/Exploratory,EI Cooling, ©Irrigation/Ag riculture, OGrounding,' Recharge/Aquifer Storage, F1Heating,[]Geothermal Exploration,QOther Fluids used: Depth From To gravel and clay 0.0 154.0 clay 54.0 56.0 gravel 56.0 60.0 Depth of hole: 170 ft Casing stickup: ft Casing type: Casing thickness: inches Casing diameter: inches Casing depth: ft bedrock 60.0 170.0 Liner type: Depth: ft Diameter: inches Note.- ote:Weil Wellintake opening type: ' Open end,; pen hole, ° Other Screen type: , Screen mesh size: Screen start: ft, Screen stop: ft, PerforatedE]Yes n No Perforation description: Perf from: ft, Perf to: ft, Perf from: ft, Perf to: ft Gravel packedE]Yes EJ No Gravel start: ft , Gravel stop: ft Note: Static water (from top of casing): ft on / / Artesian well E] Pumping level & yield: feet after hours at gpm Method of testing: Development method: Duration: Recovery rate: gpm Grout type: Volume Depth: From ft, To ft Include description or sketch of well location (include road names, buildings, etc.): Final pump intake depth: ft Model: Pump size: hp Brand name: Was well disinfected upon completion? LJ Yes LJ No Method of disinfection: Was water quality tested?,e F -]No Water quality parameters tested: Well driller name: ............. .. ................................ I ........... Company name: .COTTEN.-MAGNUS.ON DRILLING Mailingaddress: ..................................... .............................................. 1 City: State: AK Zip: 1l Phone number: () AS 41.08.020(b)(4) and AAC 11 AAC 93.140(a) require that a copy of the well log be submitted to the Department of Natural Driller's signature: Resources within 45 days of well completion. Well logs may be submitted using the online well log reporting system available at: https://dnr.alaska.gov/welts/ Date: Anchorage Municipal Code 15.55.060(1) and North Pole Ordinance 13.32.030(D) require that a copy of this well log be submitted to the Development Services Department/City within 30 days of well completion. OR email electronic well logs to City Permit Number: Date of Issue: dnr.water.reports(@alaska.gov Parcel Identification Number: Guide for Using the Hydrogeologic Classification System for Logging Water Well Boreholes by Thomas M. Hanna NGWA Press 4A ILLIFUlot 701 Division 0 C 91cof., "?,ysical S.r.,Yt S ✓ STATE Or oul" 3001 Porcupine 'i" TA Aftchofaqu, Alaska 99501 wD 7801 r 5 dV�,,. - alpo 0 5M AIFF tZ 7 t 4k 7 4,ji ri M 0. 0 "r C IQ d C Uj C kn ,0 C. HATER WELL CONTRACTOR'S CERTiriCATION: This wall was 4rillad under my jurisdiction and thl, report Is true to the best of Pry knowledge and billet; C0;U-,n-qthqfUj40n, DAJV_4jjq 76-77-5385 A69iittredaysih st MAN* Contract License Numw Ad dra ,at-O4 71� P.O. Box W4 6qge Rivett, A&. 99577 U 2, Data I 97d _Authof&jlt IVF Al 5 6Z Pj R 3 Lo 0 _Z, Lot ii:o­ i,r. I— tqj,cA M4 AaAlt 101 C S1,Itaisige and CipaCtitril, fro. kj-d:'Iht&rlccIiVr, Ce P50"ense', Laptne D/4 og o,.,r DnliA,7oun c�. 61 00 r n C,, n -v C,&P, St"et JLddrest and Area or Well LOc&tic- e, 712.99597 I HELL LOC* Ft. otic- jTh.,­ts, 4 -L,, :L11H: 1,.Vrf.c% Elevation r.eolfl turfs. Material Type lep bp,,ttr,.• !trit.- 9VL and CMU 0-541 J., C.01, t.01 Driver. ! — I ED 9 5 3 2 1-1 : _r;rr 0 &,red 0 Other* 1 • 21V 6 USE: C/D Dc-­tst Ir 0 Public Supply ❑1,haustry -L __V__j6Q_ 61 —Tip) 7? IrrigatIG. 0 Atchargo ❑Co—eft lal L lest V.11 Oth.r: Thrdtd /1�1 Gelded height: Above 0 telow 7 EASINC: Ej.. D In. to ft. Depth Surface ft. In. to ft. Depth _ti5nt I bi/f L. Drive Shoe? My., []N- 8 FINISH Of WELL; Type: Slot/mesh Size Length Set between ft. and ft. Fittings: 3 STATIC WAIEK LETEL'- �. M-I>ove tedbelowland surface Type of picAsre—rit 10 PVMPIHG LEVEL below land surface ii ft. after hrs. pumping P.u. ft. after hrl. pjn�pinq 11 WELL HEAD COMI'LL71011: In Approved Pit [StItlrss Aoaptcr El 17" fito,c Grade 12 CROUTINC: Wall rroutedt Yet ho Material: 0 NcAt Cc M-nt ElOther: 13 &UITAAY: 14 pu.hp: (If aysll&ble) Ncartst Source of Possible C*nt.minatlan Length of Drop Pipe It. capacity R.P.M. eat DiriiCtion IYP41 Type; ITS0.11-1. Ible Other: Well disinfected upon co-pittion Yes No Jet Reciprocating El D is Af11ARK3: eta ata, water q wllty tests, etc. HATER WELL CONTRACTOR'S CERTiriCATION: This wall was 4rillad under my jurisdiction and thl, report Is true to the best of Pry knowledge and billet; C0;U-,n-qthqfUj40n, DAJV_4jjq 76-77-5385 A69iittredaysih st MAN* Contract License Numw Ad dra ,at-O4 71� P.O. Box W4 6qge Rivett, A&. 99577 U 2, Data I 97d _Authof&jlt IVF Al 5 6Z Pj R 3 Lo 0 I_ I APPLI(, FILLS OUT UPPER HA, iONLY Pr?'"'~/ Own~'r. ~-T-~'p*/---1~-7,--b ~-~. ~/_~ ~L~'~ Phone Buyer ~ Zip Oode Addrps~ / Le~ing Institut~¢ t~ L ~ J~.~ Wi ~ ~ ~ ~ ~,(~h ~ Phone A~dress Zip Code Realty Co. & A~nt ~ j~ ~ -- ~ ~ I~]~ ~ ~~.j~ ~ ~ Phone Address Zip Code Street Locati~ Type of Resi~nce ingle Family ~ Multiple Family No. of Bedroo~ ~ Other Water Supply lndividual A~ACH WELL LOG. A well log is required for all wells drilled since June 1975. Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Year Individual Installed: ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED· Time Time Time Time Date Date Date Date Field Notes: ¥%O~_L ,/,--'' MUNICIPALITY OF ANCHORAGE · DEPT. OF HEALTIt .~ ENVIRONMENTAL PROTECTION ,. 'RECEIVED ( ~ ) APPROVED BEDROOMS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL* DATE ~ ~ ~- ~ 80il8 ~8t[ng Date ~wer Installed Well To Absorption Area WeJl Log Received ['~ ~ ~ ~ WelJtoT~nk Septic T~k Size 72-023 (3/82) October 24, 1983 Stephen P. Sorensen Po Oo Box 11{}303 Anchoraqe, AK 99511 Subject: Lot 10~ Block 7, Mountain Park Estates It Approval for the individual sewer and water [acilities cannot be g~anted nntil the following items have oeen eomplete~: o A well log submitted to this of[ices ~or our files revie~.g. o The septic tan~i pumped with a receipt sub~ltted to this department. o An adequacy test needs to be performe~ on the existing leaching area~ This test will determine if the system adequate aocording to National Standat'ds. A listing ~rivate firms performing the test is enclosed, This ~eport needs to be submitted to this office fo~ our review, The well to the south o~ your property appears to be your lot. A survey will. be required to verify the t iotl. Please notify this Department for a reinspection when the noted discrepancies have been oorrected, II th~.~re are any further questions~ please call this office at 264~720. Sincerely, Alaska Mutual i~ank · 3im Rooerts Associate Snviro~-~mental [3pecialist CONSUl=TING ENGINEER 203 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 Steve Sorensen P.O.Box 110303 Anchorage, Alaska 99511 SEWER ADEQUACY TEST LEGAL: LOCATION: RESIDENCE: OWNER: WATER SYSTEM: SEPTIC SYSTEM: November 8, 1983 Lot 10, Block 7, Mountain Park Estate On Lupine off Hoffman Four Bedroom, Single Family Unit Steve Sorensen On Site Well From municipal records Tank Absorption System Absorption Area; Soil Rating: Installation Date: 1250 gal Sunset Plastic Trench, 75 ft. long, 5 ft. of rock 750 sq. ft. i90 August 1978 DATE OF TEST TEST PROCEDURE: .. A - -:/C. ~ TEST RESULTS November 2, 1983 System was inspected on November 1, 1983. C.O. was 9.5 feet deep and dry. Sump was 16 feet deep with 8" of liquid. Tank was 12.5 feet deep, with 51 inches of liquid. On November 2, 1983 water was added to the system via the sump. After approximately 50 gal. the sump overflowed. Water was then added to the tank. Approximately 1500 gal was introduced. The liquid level in the tank remained at 51 inches. The level in the sum~ could.not be measured at this time due to the initial attempt to fill the system via the sump. After four hour the sump level was 32 inches. After 22 hours 23 inches This system absorbed more than 750 gal in a 24 hour period. It meets the Municipal Re~u£~em~s Tank was pumped on November 2, 1983 I DEPT. OF & MUNICIPALITY OF ANCHORAGE ENVIRONMENT,q~, ,:,(u'~CTION ) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION  825 L Street - Anchorage, Alaska 99501 FEB 6 1979 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PRQ~ERTYOWNER~ i I PHONE MAI~G A~D~S PROPERTY RESIDENT (If different from above) PHONE MAILING ADDRESS 3. LE~D~NG INSTITUTIqN ..~ ~ PHONE MAI LING ADDRESS j ~ ~ /~/~ 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF BEDRO.~MS ~'; ~ One ~ Four ~SINGLE FAMILY ~ Two ~ Five ~ MULTIPLE FAMILY ~ Three ~ Six [] Other 7. WATER SU~PPLY · E~' INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log (f available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date If system is over two (2) years old an adequacy test is required [] PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME T~ME DATE DATE DATE I NSP ECTOR INSPECTOR ~NSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [~] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] ~NDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tank or []Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line APPROVED FOR L :FBEDROOMS [] CONDITIONAL APPROVAL (letter must a/e~pan¥ c~Lt~t?cate,~ ,~ % ~_{ xf,._q © LEGAL DESCRIPTION 72-010 (Rev. 3/78) February 9~ 1979 Stephen $orenson Post Office Box 10~303 Anchorage~ Alaska 99511 Subject~ Lot 10 Block 7 ~lountain P~rk Estates Subdivision Dear i~. Sor~nson~ If th~ sewer system on the subject property was not inspected during the installation phases and approved~ we can not send an approval to the lending agency. If the system was not inspected~ the following ~ould need to be complet~d~ (1) Show proof of a septic tank purchase. (2) Expose the inlet and outlet of the septic tank to determine proper cast iron requirements. (3) Have a percolation test performed on the leaching field to determine adequacy. If there are any further questions, please contact this office at 264~-4720~ Sincerely~ Robert C. Pratt~ R.S. ~sociate Specialist RCP/iJw POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 264-4111 GEORGE M. SULLIVAN. MA YOR DEPAR1MENTOF FtEALTH AND ENVIRONMENTAL PROTECTION (825 "L" Street) February 7, 1979 Stephen P./Janet L. Sorensen Post Office Box 10-303 Anchorage, Alaska 99511 Subject: Lot 10 Block 7 Mountain Park Estates Subdivision Approval for your individual sewer and water facilities will not be granted until the following items have been completed: ~(X) log submitted to this department. A well is The top of the well casing is sealed with a sanitary seal so that it is water tight. (X) The as-builts from the engineering firm that inspected the on.-site sewer system when it was installed. Notify this department for a re-inspection when descrepancies have been corrected. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: First National Bank of Ketchikan Financial Center 811 East 36th Avenue 99503