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POTTER HIGHLANDS PH 3 BLK 4 LT 6
Potter Highlands Ph 3 Block 4 Lot 6 #020-282-09 knuv UaT Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231004 PID Number: 020-282-09 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ■❑ New ❑ Upgrade Name Alex Snegirev ABSORPTION FIELD ❑ Deep Trench Wide Trench ❑ Bed ❑ Mound Site Address NHN Potter Highlands Dr, Anchorage AK 99516 ❑ Other Phone 907-830-6211 Number of Bedrooms 5 Soil Rating Total depth from original grade 5.0 GPD/SF 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Potter Highlands Phase 3 Block Lot 4 6 Fill added above original grade 1.8 Ft. Gravel length 30 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Tank Absorption Field Lift Station Holding Sewer Total absorption area Number of trenches 1 Dist. between trenches From Tank Line 300 Ft i N/A Ft. Well >50' >50' N/A N/A >25 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding FEI Other Manufacturer Advantex Capacity 2500 Gal. Surface Water >50' >50' N/A N/A Material Steel Number of compartments 2 Lot Line >5' >10' N/A N/A NA Foundation >10'1 >10' N/A I N/A I LIFT STATION an Capacity Gal. Remarks Alarm location South garage interior wall Electrical installed by AKElectrical Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Alaska Ex Drainfield D3034 CO/MT D3034 Inspector B Schiller BENCH MARK (Assumed elevation) 100 ft Inspeection 15` 5/28/23 5/31/23 Location and description ction Y, 5/31/23 2�a 4th Top of Foundation @ SW Corner ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date ��Q'�� '4C�t4�1�� co 49 TH % . Beni'"r•:� 0 �� F • CE 12592 • `� $���slF9• • 12/11/23 , •����,W Septic Syste Approved Date l�®� PROFESSTO-� Wte: this approval does not include well permit requirem ts. knuv UaT A B FCO 30' LONG x 5' WIDE x 6" EFFECTIVE DEPTH ABSORPTION TRENCH w/ 2' SAND LINER CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FD - FLOW DIVERTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND MT1 PERMIT # OSP231004 PID # 020-282-09 A B FCO 34.9 MH1 37.8 MH2 45.3 MT1 55.0 MT2 79.8 6.9 14.2 27.9 34.3 63.2 1"=50' 5-BDRM HOME PROPOSED WELL 2,500 GALLON SEPTIC TANK W/ 2 AX20 PODS POTTER HIGHLANDS, PHASE 3 BLOCK 4 LOT 6 FEET 0 50 100Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A L E N G INEER PO T T E R H I G H L A N D S D R I V E 1030 12/11/23 10 ' U T I L I T Y E A S E M E N T PLAN AS-BUILT EXISTING DRAINAGEWAY PER MOA MAPPING DATA WETLAND FROM PLAT #2018-10 1035 50' TH#1 ALTERNATE SITE 1035 MT2 NO WELL NO WELL NO WELL TH#2 MH1MH2 BM PROFILE AS-BUILT (NO SCALE) AX-20 POD AND MANHOLES 98.4 FINISH GRADE 30' DRAINFIELD ROCK MT 1 TH # 2 NO GROUNDWATER 3/14/23 90.6 93.1 86.6 90.6 93.1 96.6 ORIGINAL GRADE MT 2 Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A L E N GINEER 12/11/23 PERMIT # OSP231004 PID # 020-282-09 POTTER HIGHLANDS, PHASE 3 BLOCK 4 LOT 6 AX-20 POD AND MANHOLES FC O MH 1 MH 2 2500 GAL SEPTIC TANK94.2 89.6 98.9 SAND LINER 92.692.6 94.9 LEGAL DESCRIPTION: PERFORMED FOR: DATE:PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 2 DATE READING START TIME NET TIME(minutes) DEPTH toWATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.09 3/6 1 2 3 4 5 6SANDY GRAVEL (GM) Professional Engineers Stamp: No Potter Highlands Ph3 B4 L6 3/6/23 020-282-09 Alexander Homes 2:56 0 OB 0:40 Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A L E N GINEER 5/11/23 PERC TEST LOCATION TECHNICIAN:M. JAKUBISIN 6 - None 3/14/23 COMMENTS: 6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING SITE PLAN 6 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 00:28 6 6 00:30 6 6 00:33 6 6 00:31 6 6 00:31 6 6 7 00:32 6 6 Job No. 23-106 Permit No: OSP231004 M=W Drilling, Inc. +P.O. Box 110389 +Anchorage, AK 99511 +907-345-4000+ NMI W► kW M - Well Owner: Alexander Homes I Use. of Weil: Domestic Site Description: 19055 Potter Highlands Drive, Anchorage, Alaska Legal Description: Potter Highlands Phase 3 Block 4 Lot 6 Well Coordinates: Lat: 61.048, Long: -1419.7646 CONSTRUCTION Drill Method: Air rotary Hole Size- 6" Well Depth: 326' Casing Material: A53B steel Casing Size: 6" Wall: .250 Cased to: 152.57' 152 To 326 I ....................................................................... .......................... —en ...... .................................... TO ..................... ............................ ................... ...................................... .............................. ...................................... ............. ..... I ................. I ....... Well Completion:OP I end: X Screen: Liner: Perforated: Method: Screen/Perforation Description: .................................. 1. ...... I ................................................... ..................... TO ................................ ................................ TO ...................................................... ................ ............ .............................. -1_1 .......... ...... I ........................ 1. ............ ....... ........... ..." ....... I ................ .................................. ................................................................................ WAYNE Es WESTBERG ................. I ...... I ..................................... .................. TOPresident, ...................................... ...... ................ ...... I ................................. ............................ I .................. 11 ....... ..... 1.11.1.-.. ......... .......... 11 ........... .... ....... I .............. . ................................................................. ............................................................ M -W Drilling, Inc. ............................................................................................................. ............. I .................... ......... I., .... NGW-A--Cef-tified--Mastef--Groundwater-,Ccrntmctor ......................... ...... .... ....... I ...................... .................................. 1. ........ ..., ............................... .................................. TO .............. ,,, -,+Alo'L GroU L IV 'es-: 2 U I %J 1 &0-11%.0 sacks (5004eal of nite- Well Development: Air surge Well Disinfected: I Method: Yield Test at 3-4 GPM for I hour(s) with 100% of drawdown (DD) from static level (SWL). Method: Air lift Static Water Level (SWL): 147' Start Date'. 3/7/23 Completion Date: 3/10/23 Test Pump Date- Final Pump Install Date: WELL LOG Depth in feet from top of casing. Details of formations penetrated, size of material, color and miscellaneous details. 0 To 3 ................................................ I ..................... I .................................... Casing Stickup ..... -1 ........................ I ........... 11.1 .................................... .................................... ........................................................................................................................................................................................................................................................................................ 3 To 56 ........................... I ....................... ............................................. Gravel: med.jurn to coarse, intermittent bo�alders .............................................................................................................. I ............. I ....................................... ........ ............................. 56 TO 152 ......... ... ......................................................................................... I ......... ................................. "" ....... * .......... ......................... .............. Silty Clay & Gravel: brown . ............................. I ............................................................................................................................................................... ...................................................................................................................................................................................................................... 152 To 326 I ....................................................................... .......................... Bedrock: grey black siltstone argillite . ........... I ... I ........... 11 ..... I ................... I ......................................................................................................... ............................................................................................................................................................................. ............................................... ...................... ...... .................................... TO ..................... ............................ ................... ...................................... .............................. ...................................... ............. ..... I ................. I ....... TO .......... I ................................ I .............................................................. Water seaps in fractures at 246 -266' and 306'-326' ................................ I ..... I ....................................... ................................................................................................................................................ .................................................................................................... ......................................................................... ........ I .................................... TO ............................... .................. .................................................................................... ....... I..... ........... I .............................................................................................................................................................................................................................. ............. ........... ...... I ... TO ............. ..................... I .................................. 1. ...... I ................................................... ..................... TO ................................ ................................ TO ...................................................... ................ ............ .............................. -1_1 .......... ...... I ........................ 1. ............ ....... ........... ..." ....... I ................ .................................. ................................................................................ WAYNE Es WESTBERG ................. I ...... I ..................................... .................. TOPresident, ...................................... ...... ................ ...... I ................................. ............................ I .................. 11 ....... ..... 1.11.1.-.. ......... .......... 11 ........... .... ....... I .............. . ................................................................. ............................................................ M -W Drilling, Inc. ............................................................................................................. ............. I .................... ......... I., .... NGW-A--Cef-tified--Mastef--Groundwater-,Ccrntmctor ......................... ...... .... ....... I ...................... .................................. 1. ........ ..., ............................... .................................. TO .............. ........................ A Gen Contr Lic .......................... ........... 1. ..... .... ...... I ....... .... ..................... ........ ................................................................................................. ................................................................................................. '7'^ Received Date/Time 11/28/2023 12:21 11/28/2023 11:23Collected Date/Time 1236500001 Matrix SGS Ref.# Client Sample ID Potter Highlands Ph3 B4 L6 Client Name Project Name/# Printed Date/Time 12/06/2023 12:19Forge Engineering Inc. Technical Director Stephen C. Ede Potter Highlands Ph3 B4 L6 Drinking Water Sample Remarks: Parameter Results LOQ Units Method Allowable Limits Prep Date Analysis Date InitContainer ID Metals by ICP/MS HGS12/05/23EP200.8ug/LArsenic 12/04/23ND5.00 (<10)B Waters Department EBH12/04/23SM21 4500NO3-Fmg/LTotal Nitrate/Nitrite-N 5.68 0.200 (<10) C Microbiology Laboratory M.A11/28/23SM21 9223B100mLE. Coli Negative 1 A M.A11/28/23SM21 9223B100mLTotal Coliform Negative 1 A 2 of 5 S89° 49' 55"E 298.04 (M) N0 0 ° 0 5 ' 3 7 " E 1 7 5 . 1 6 (M ) S89° 49' 55"E 298.00 (R) N0 0 ° 1 0 ' 0 5 " E 1 7 5 . 0 0 ( R ) 20' CEA ESMT. SERIAL #2017-030885-0 10.0' 20' CEA ESMT. SERIAL #2017-030885-0 20' TRAIL ESMT. 15' TRAIL ESMT. T T E E ℄ P O T T E R H I G H L A N D S D R I V E 30.0' 30.0' ED G E P A V E M E N T W LOT 7 LOT 5 BLOCK 4 (#2015-10) TRACT A-9 EXISTING DRAINAGEWAY PER MOA GIS MAPPING DATA PAVED DRIVEWAY S SC SC S E G S0 0 ° 0 8 ' 5 0 " W 1 7 4 . 8 9 (M ) S0 0 ° 1 0 ' 0 5 " W 1 7 5 . 0 0 ( R ) BASIS OF BEARING 34 . 6 75.5 86 . 3 N89° 52' 59"W 297.87 (M) N89° 49' 55"W 298.00 (R) 47.3 20 . 5 5.5 27 . 7 19.5 5. 530.2 11 . 9 1.1 20 . 4 2.0 1.0 6.0 6. 1 6.0 14 . 3 ADVANTEX TANKS LOT 9 Lot 6, Block 4 Potter Highlands Subdivision Ph. 3 52,150 Sq. Ft. +/- 19055 Potter Highlands Drive 2 Story Wood Frame House With Attached 3 Car Garage 1 0 0 ' W E L L R A D I 8 S WETLAND DELINEATION (#2018-10) S PREPARED BY: FRONTIER SURVEYS, LLC 650 W. 58th AVE. SUITE E, ANCHORAGE, AK 99518 907-460-1686 DRAWN BY: CHECKED BY: DATE: SCALE: DRAWING ID: SHEET 1 of 1 1.Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Dimensions to property lines are plus/minus 0.1ft. 2.This document is created by Frontier Surveys for the purpose of an as-built survey for Alexander Homes, only. 3.This document is based on Plat No. 2018-10, Anchorage Recording District. General Notes DisclaimerLegend 1. This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. PS 1" = 30ft 10/26/2023 23-438KC Scale 1" = 30' AN AS-BUILT SURVEY OF LOT 6, BLOCK 4 POTTER HIGHLANDS SUBDIVISION PH. 3 19055 POTTER HIGHLANDS DRIVE CONTAINING: 52,150 Sq. Ft. +/- (RECORD) RECORD PLAT: 2018-10 Gas Meter Electric Meter/Outside Power Deck Septic E Elec. Pedestal Water Well Tel. Pedestal ConcreteG E S T W Dec 19, 2023 R E GISTEREDPROFESSIO N A L L A N D S U RVEYORPierre M. Stragier No. L.S. - 9812 Culvert Found Rebar Found Rebar w/ YPC MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite llep<n•rmctYt On -Site Water & Wastewater System Permit Permit Number: OSP231004 Effective Date: 1/31/2023 Work Type: WellSeptic Initial Expiration Date: 1/31/2024 Tax Code Number: 02028209000 Site Legal Address: POTTER HIGHLANDS PH 3 BLK 4 LT 6 G:3638 Site Mailing Address: Owner: ALEXANDER HOMES LLC Lot Size in Sq Ft: 52150 Design Engineer: FORGE ENG Total Bedrooms: 5 This permit is for the construction of: IM Disposal Field P Septic Tank ❑ Holding Tank ❑ Privy P Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7 -day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). 'Tr --5_T Ic,� C 0 Y_ �- Dv (. 3/6/-Z* 1,3 pr;,r C_ e_ .-• , G ri F s~ Ec n D )-P f)� Received By: S 1� d (2 F Date: Issued By: Date: 4 ( Z2b 2 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-282-09 Property owner(s) Alex Snegirev Mailing address Site address NHN Potter Highlands Dr Day phone (907) 830-6211 Legal description (Sub'd., Block & Lot) Potter Highlands Phase 3, Block 4 Lot 6 Legal description (Township, Range & Section) Lot Size 52,150 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ® Initial ❑X Single Family (SF) ❑x (w/wo ADU) Septic Tank ❑X Upgrade ElDuplex ElHolding (D) Tank ❑ Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: .1 D Date of Payment: l20 /ou 2� Receipt Number: 0145-/1 & b Permit No. ©5pag160q Permit App_:- : .....:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. January 13, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Potter Highlands Phase 3, Block 4 Lot 6 - NHN Potter Highlands Dr Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 5-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes moderately to the north (around 10%) near the back of the lot, but is much flatter in the front. 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. There are wetlands on the lot, but not in the area of the septic system. There is also a mapped drainageway crossing the lot, more than 50’ away. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. A Category III Advanced Treatment system is specified, per the plat notes. Please refer to the attached test hole logs, 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 OSP231004, Curtis Townsend, 01/31/23 cn 0 -n m m --i POTTER HIGHLANDS D "RIVE —W Z - C) C) ioo G) 0 'r.. A, n < M 0 m z ®• -0 m Cf) -mn .0 1 m x C() cl) 0 C) 0 • 16, 1 r— ,,> X -.j Z 0 E�. :j z �Z -0 — G) 0 z > o --4 < -0-4 0 m > G) --i > m Z 0 � 0 z > � --I cn m -mu* u M :q w m --1 6 ;u m :c mO 0 x M I'o > 0 z CY) s x A o 0 M K > 0 > X C r- z G) z m 00-0 z -u M 0 1z: < � \ --q 0 Z Fn - CZ) X0 -1100 -n _,.O C5 0 -u 0 ` / / �. cf) m xl/ CA 10' UTILITY EASEMENT 0 m (b .......... -0 r C/) m W 0 0 ; rls POTTER HIGHLANDS, PHASE 3 BLOCK 4 LOT 6 DESIGN FACTORS: SYSTEM REQUIREMENTS 750 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: <1 MIN/IN 1500 -GAL ADVANTEX SYSTEM W/ 2x AX -20 APPLICATION RATE: 5 GPD/SF PODS (EFFLUENT PUMPING) 750 GPD / 5 GPD/SF (/ 5' WIDE * 1.0 RED FACTOR [6" DEEP]) = 30 LF TRENCH REQUIRED (30 LF SPECIFIED) BOTTOM OF TRENCH: 4.0' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE TOP OF TRENCH: AT GRADE 5' GEOTEXTILE FABRIC 2" PVC W/ 12x 8' ORIFICES EVENLY SPACED @ 2.5' OC (HOLES DOWN) DRAINFIELD ROCK T MOA -APPROVED SAND TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY TH • • . • Benja • ' Schiller , CEie 2592 • ����r �� e`F�PROFESSIONP�.®,® LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 1.03 12/2 1 2 3 4 5 6SANDY MIXTURE Professional Engineers Stamp: No Potter Highlands Ph3 B4 L6 12/1/22 020-282-09 Alexander Homes 3:30 0 OB 4:40 Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEER9/24/22 PERC TEST LOCATION TECHNICIAN: L. Tidwell 6 - 9.6' 12/8 COMMENTS: 6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING SITE PLAN 6 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 3:35 0 6:06 6 6 3:42 0 5:51 6 6 3:50 0 6:11 6 6 3:57 0 6:14 6 6 4:03 0 6:12 6 6 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231004, Curtis Townsend, 01/31/23 DEPTH (feet) 1- 2- 3 4 d 9 1C 11 12 13 14 1 1 17 18 1 .. SOILS LOG AND PERCOLATION TEST /,,`A-,'4,'0V"RGE gt. ENGINEERING LEGAL DESCRIPTION: POTTER HIGHLANDS PH3 134 L6 PERFORMED FOR: ALEXANDER HOMES DATE: 3/6/23 PARCEL ID#: 020-282-09 TEST HOLE 2 IIIIII�II OB f ` PERC TEST LOCATION r SANDY GRAVEL (GM) .f .. NO WAS WATER ENCOUNTERED? IF YES @ WHAT DEPTH? NONE DEPTH TO WATER AFTER MONITORING 3/14/23 DATE OF MONITORING .......... Benja 'n Schiller CE9 3/8123 •'G���r t�l\�� pROFESSIONP�'.� Professional DATE READING START TIME NET TIME (MINUTES) WATER (INCHES) NET DROP (INCHES) 3/6 1 2:56 0:40 0 6 6 2 0:28 0 6 6 3 0:30 0 6 6 4 0:33 0 6 6 5 0:31 0 6 6 6 0:31 0 6 6 7 0:32 0 6 6 6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING PERCOLATION RATE: 0.09 (MIN/INCH) SITE PLAN COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED TECHNICIAN: M. JAKUBISIN Lot 6, Block 4Potter Highlands Sub. Phase 352,150 Sq. Ft. +/-S89° 49' 55"E 298.00' REC.N0° 10' 05"E 175.00' REC.WETLANDFROM PLAT #2018-10EXISTING DRAINAGEWAYPER MOA MAPPING DATA30.0 75.0S89° 52' 03"E 297.85' MEAS.N89° 49' 55"W 298.03' MEAS.S0° 05' 56"W 175.07' MEAS. N0° 09' 29"E 174.89' MEAS.N89° 49' 55"W 298.00' REC.S0° 10' 05"W 175.00' REC.TTEETETPROPOSED 2 STORYWOOD FRAME HOUSEWITH ATTACHED 3 CAR GARAGEF.F. ELEV. = 1036.0'10' CEA EASEMENT SERIAL #2017-030855-010341036 1 0 3 8 104010421030103210301032103410361038104010421044 10361034℄ POTTER HIGHLANDS DRIVE 20' TRAIL EASEMENT15' TRAIL EASEMENT 10' CEA EASEMENTSERIAL #2017-030855-010' CEA EASEMENTSERIAL #2017-030855-030'R.O.W.PAVED DRIVEWAYLOT 5, BLOCK 4POTTER HIGHLANDSPHASE 2 SUBDIVISIONLOT 7, BLOCK 4PREPARED BY:FRONTIER SURVEYS, LLC650 W. 58th AVE. SUITE E, ANCHORAGE, AK 99518907-460-1686DRAWN BY: CHECKED BY: DATE: SCALE:DRAWING ID: SHEET 1 of 11.Excepting for gross negligence, the liability for this survey shall notexceed the cost of preparing this survey. Dimensions to property linesare plus/minus 0.1ft.2.This document is created by Frontier Surveys for the purpose of a plotplan for Alexander Homes, only.3.This document is based on Plat No. 2018-10, Anchorage RecordingDistrict.4.Contour intervals are 2' & 10' and are MOA72 Grading Countoursderived from Anchorage 2015 LiDAR Project.General Notes DisclaimerLegendThe survey represents visible improvements and conditions at the time of the desktop study. Thisdocument does not constitute a boundary survey and is subject to any inaccuracies that a subsequentboundary survey may reveal. It is the responsibility of the Owner to determine the existence of anyeasements, covenants, or restriction which do no appear on the record plat. Under no circumstancesshould this document be used for construction or for establishing a boundary or fence line.KC1" = 30ft01/18/202323-016SSScale 1" = 30'A PLOT PLAN OFLOT 6, BLOCK 4POTTER HIGHLAND SUBDIVISION PHASE 3N/A POTTER HIGHLANDS DRIVE ANCHORAGE, AKCONTAINING: 52,150 Sq. Ft. +/- (RECORD)RECORD PLAT: 2018-10 ANCHORAGE RECORDING DISTRICTS T A TEOFALASKA49THROYEVR U SDNALLANOISSEFORPDERETSIGERPierre M. StragierNO. LS-981201/19/2023ETElec. PedestalTel. PedestalTest HoleFound 5/8" Rebar w/ YPC MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEIM MAINTENANCE AND REPAIR AGREEMENT 'HIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 19 Day of ALEXANDER HOMES LLC of 20 23, by and between 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 folloNvs: L Adi'anced Wastewater Treatrnetat Systems. The Municipality grants perinission to tlne Owner to utilize and operate an Advanced Wastewater Treatment System (AW)AITS), described as Advantex System located at (legal description) Potter Highlands Phase 3, Lot 6 Block 4 2. Main teriance, Revairs and Alterations. (Owner is required to read, understand and initial each section) AS Throughout the term of this Agreement, the Owner shallenter into a service agreement with an. AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AW`WTS 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. AS 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). AS Omer 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 tine system. AS 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 X of 3 AS M n1er acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. AS Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. AS Owner agrees to grant the Municipalin reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. AS Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. AS 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. AS Owner agrees to maintainrernote monitoring of the AV+VTS as required by the AI WTS 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 Omer and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdieti0n: 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 imder 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: (signatw-e) ALEXSEI SN GIREV (print name) pl Date: 19"2023 STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT } 01 The foregoing instrument was ackno`vledged before me this 19day of ;e,20 23 , by I Sn ► r N SOwa!' NOTARWPUBLIC FOR ASKA My Commission expires: JQMU (I' (Q ZD25 STATE OF ALASKA NOTARY PUBLIC Liz Kowal i UNICIPALITY• My Commission Expires January 6, 2025 BY: slit.. (signature) 7l l�--Sr�.,D (print name) (rev. 05/18/2018) Date: I 3 t 20 2� Title: GI V►c Page 3 of 3 AnJ p L'=L 0 0 L O L 0 n- ''lam Q� �-J ^�^ ^ CL 2O / �f U N 0 N Cl) ) > U � L / a/')� 06 co L a) M E 0- 0 O O. N O N \ co N \ 6 O O O d) O N co N O N O D a� U cu a_ O LO O O Q O c� L O U C) 0 J W a_ LO L O O (n U a) c� a� J LN N O O 70 a) N 0 a) O Q M a) 0 L U) a) U) a) U) C O CR W 4-1 0 0 0 U) ^�^ ^ CL 2O / U N V N o s cn tm ~ O ~ OO c4 O O V C N N :3 N 4-- 'a _ c3 N O O Q � > o 0 O N N E cn N O N Q U 'TN N N O 0 � d L- 0 �' Z Q U E +, N j Q O O ca O L O N N V v cn = O E Rf i O L 2 X cn N r N E -0 0Q > C O Q N O LD O En 0 � Q U LL > Q i O N O O V N O N Z< o >_ i U)U �' M CD LU 0 m E o N o = Q O (j N 40 v Q s H cn _ c Q �-- Q It f` O OD CY) 0) dq' atm' ti I- C) O O CY) d7 W (10 o LL 0 � wQ O i � Z O LL o � � o o N _� 0 Q ca a � U a� L) L Z N O O N U cu >, 00 O cz U Q Q Q 5 O Q VJ 0) Q) O O Q) co U N Z O 00N O LL N Z O J Q � Of LU Z Lu c7 � r � U � N � � O o � � o o N _� 0 C) rn ca >, N CE O >' (II O NEl O N O O cu U U) °' U) J O 3 -Ocn ❑ U E w > ('7 o O U) O O ❑ L � (13 T (D (6 N Q m Iu p p N >x IL ❑ >- J CL d a� > O > .L CL ❑ O U) (o 0 > J N O can � H O tf Q LU (n N D W a C H Cl) Q W F- LL O LL O ( U N z O W a H w a' F- N M C d' m U N LL a� C m cu a 4 - co co 0 m WN � o N CO ca � U (D O U) N cC a ❑ a o � � U U C Q C E O C/) C E V ❑ CL U c M El 0)C o Y LL F- u ❑L CD co � .Q O >, (D 0 N L!0 El N N _ C -C El O U (U -c - m L Q. r EIN El a CL O U O N w+ L Q ❑ � . 0m ❑ °� N U > � ❑� (D LU N V a) L C tu Z Z O L U Q L i O (6 r- a ow U v 0� a) a V!L CL CU(D U) Q a m � �> w m m U N LL a� C m cu a 4 - co co 0 m WN C) i N 00 N C) N 0 N i ca a Y U) T) U c •U a N E E O U N N O N C: m d L U Q R O ZZ _ nm z J ry J ry 75 C N a) O �p O CO I O } w � ❑ U) - �Com.CL cQ 2O C ID O *S z Q� �' O o z❑❑ W °' N0 /Al ov 0 0 v Z nl cY o •� cu= i5� w L 0 ooopzm _ oCDLL o ai m N Oo oa U O >1 Q tS3N El Qa) a IWD a0 40°� CO N n y -0 o c p tSj o — p a a� m a� aU io O a °' "- U)"' p O a> _p O J CD n .5 a0i a0i api ORZ O Q U ca U O� Q J O U a� Q E cv > Z _C W c E p Q W W U: W W c C O La) C p Co Co Cm E Q p z _ •� l I N � Q a) ai O c Ucy) 4°0I cu I o z ccu o c9 N� o E w N �� co M O o -6 0 0 � n io Z 0 c Q °� a 0 c > U) 0 a`� a o c m C io O Q 2 co C N C N 15 E c� ui = a) (B c W ca w m a _co 0 Lo "- > a) U > r= N O7 z t0 LL = Q Q N Q .O ?� � O L � N CD O a) ca v_� i O O c0 " Z U O O " O a) O U a) N c� N c> p Q Q O O Q U p -a p O- Q �L o o O >. `' o O E a) c O I m ca O) 'a c J O i O 0 O U a O 0 n N Ca p i `- n N .= 0 U O N J __ i7 L vim- � N Z — 6 N fn to N z � c. a p w °� O c� 0 c° U E Q N O a) E m L J E O 0 W o o o U U) �, E E- c� IY E Q s¢a �❑ 5; w O Q❑ ❑❑ U D ❑ to U m D❑ U O S❑ f- 2; ❑ Q U) T) U c •U a N E E O U N N O N C: m d L U Q R U) W U z N z O E= Q Q a W U) fnl a) U CL 0 0 c 0 0 a) C E 0 U a� i a) I Q z 0' I O z O z O z O z O z o w ,� I �I � I I >- o >- ❑ 0 ❑ AIQ o MO U N o O a) Al z o Q ` 77D 3:C O a) C b LO (n co �. a) v Al a) -0 D N a)) U) O O C a) �_ W E o a U) � a) Al -,z ca co `o _� c UF - o 'E a) E E > 0 ° m U E o = Q C w E 2- .U N (D a= LO l I 01 n A m O z O z O z O z O z iO C N g i > i CD O V7 dAlFml Fm -1 o —Al Fol > O � O O O J O r +O� J O o %n O J CiL ° c o Al c Al O O_ Jm O _ (D m (n Al Y � c O a 0 O N wC, U- o c� > Y c O c cjL c •L F— U LO O E 00 C E E :r m s E s o .aO ° LL m cn a) z Q z U a) U CL 0 0 c 0 0 a) C E 0 U a� i a) I Q z 0' 452 cn C:) I I I N O o ° v O o O z z z o Q O Cn O cn U) (n ac) _ E c @ ca F10 0 E 2- .U Cc 00 iO N _0 O V7 O Al i > O � O O O J O r U) 4 •D N) — a) C (Oj � l C O ° O a CL Al a) tn a > -0 W .o Wnc�a) wC, o zc�o Q �o>� v c 0 > E o Z°> ai U) CL 0- Q E c c U) - w Cc, C Z c E0 �° [� a >,i UmvicE' W > (v a) cU) a0 I I I I a) zooEE O O O O O f=, (n 4 a) co O (D z z z z z -O a)>, .,_, w ,«_ ,= H c ,- cn M, n3 ns z O w Co a) o 0 a) a) a) O > W �(� v0i a) f4 E' x L c F O F- un .c 0 3 O in � o W co N 0 5 Z in 0) Al AI Al (7>,03E cn Al 0 E o O J o m 0- C 0- r A I a 0 W H -0 � � cn O Z) 0O O C W ~ U C E -i a� li Q Q c _z a( o a -0 a) U Q o o m c Fc- a) co :� 3: LZ Li C7 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the “AGREEMENT"made and enteredintoas ofthis 4 MayDayof of20 4,byandbetween \eramyeet Singh,hereinthe"OWNER,"andtheMunicipalityof 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 Agrecmcnt agrec as follows: Advanced Wastewater Treatment Svstems.The Municipality grants permission to the1 Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex System located at (legal description) Potter Highlands Phase 3,Lot 6 Block 4 2.Maintenance,RepairsandAlterations. (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. It shall be the responsibility of the Owner during the term of this Agreement to pay for al! repair(s),maintenance,adjustment(s),replacement costs,and inspection costs.This includes an anhual maintenance fee (typically S400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the marnufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potentia! failure of the system,which could include sewage backup and costly repairs or drainfield repiacenment (rev.05/18/2018)Page 1 of3 US Owner acknowledges that the Municipality may request rccords of maintenance and repairs from the manufacturer's representative or maintenance providcr. Owner acknowledges that the fine for lailing 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. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. Owncr agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendorfinstaller and approved by the Municipality are the governing guidelines for the construction,maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. Term.The term of this Agrecment 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. Ámendment.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 Lavw.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. (zev.0S/18/2018)Page 2 of3 Vs 3. 5. OWNER: By:_ Slach (print namc} SHATEOt ALASKATKAS THIRD JUDICIAL DISTRICT )ss. Theforegainginstrumentwasacknowledgedbeforemethis |1,thday of Ma2024.by C Iah kYeCrube NOTARYPUBLIC FORAŁASKA-Teacs MyCommissionexpires:ll-I3-202S MUNICIPALITY: By:(signature) (print name) (signaturc)s)kl202 4Date: Date: Tit'e as ,DAZJAH KYRE GOBERT 62Notary Public,State of Texas Comm.Expires12-13-2025 Notary ID 133487225 (rev.05/18/2018)Page 3 of 3 -0 " Q) w c 0 4-J 4- co E (U Z7i bn E E X a) o E 0 E C: 0 4- 0 E 0 u Ln u 4-j Q) Q) >- Ln a- 3: m m L'I Ll- u Ln Q) Q) E 4- tn > m S- m 4-J 4-J L- Q) " — ID 4-J u V) Q) " (3) 4-J L- u u 4-J L- E Q) 00 4-J >1 Q) V) 4-J Ln 4-1 -C 4-J o 0 rn QLU 0 u rlj 0 4-j 4-J V) m (a) 4� 0 u V) 0 C:ca Ln 0 co W a1 Y Q)(1) u I u N qp Q N Ln 4-J > ro M to W ra m :t ou < E V ") m 0 N0 m <0- 0 0 m 0 Ln Ln +j S- -1-j rH +- L- + - E u CII f6 W 0 U 4-J Clj Q) 4-J 2 4� LI) u Lr) b.0 U =3 73; 76 V) 4� 0 — 4� m - — 0 4-J 0 0m ?: -41-5 Lo 0 - E 4m M- C 4-1 E (U L- E 0 - 4-, o Q) 0 m L- Q) 0 m +D 0 -;-j V) m V) L- U .5 0 a) Lu E 4-J +� m -1--i JZ- E "ca m 4-1 MO 0 m E =3 CL .0 0 :3 0 Q) 0 E Ln < u Q = v 5. s a�11tl�0i5$3j0y� \t r1i ^lo'j :)dAP•,vegay punoj ® legay punoj p a cZoz 6t a>o .>',�•T7ulslp 7lanln�o�a pa)y�1a;eN; i Zl96' S•l 'ON •. �, �� 09 0£ ST o 2ulP>way 08woyoWOT-STOZ'ON leld uo paseq sl;uawnoop slgl •£ Nl, '�• A 1 a11a1 •A uo'sawo la uexa 10 Aanmslln se le;sapad'oal3 �� �loa 1S W d >m >7 wp.n 1 rop> 6u ywrans>,o a ouux n: oa H P a ) q o t, ••• •• .yi .... / ,or va�»aw>w�aov+,w oraws�»>ms>.n,pa„>J,an sero v,oa>,>m»re>eae oa ov y?µ+ ue)o asodlnd ay;lo)sAanmSlaguaj Aq palealo sl;uawroop slyl lelsapad'lal r� ogda5 ;��� �«nUs>„orue„z..o� •sarewese>.We ro a�wis�x> a•;)T•o snulwJsnld ale S� {/ >w sru ma,o,Rew,e>,una �,pw,wa:uanwsa�s e,ew svuc,nne„r Avec; aakns s. vue R>,vns said A alanuoD 0 lalavy SEE) Otiev>�+>c>o;ma��r«�:o7vrv>w>�ooy,res>upv»awes,»u'—Z I Uadad of suolsuawlp•Aanins sly; 8uuedald)o lsoo ay; paaoxa < >;0`s gvxse a, Aavnc eyl ap, uer5 oO �leP,eEpo:y Std5Y e414 se pwm a>„ sru lou legs Aanlns sly;lo)A;lpgey ayl'aoua2ll8au ssaSlo) 8ulldaax3 T amod aplslnppalaVl all3813 11 Vis( ..... • ;,�dy�=� JacuiaPSY7 SaJON Iaaauag puaba7 I (ot-4coz#) I 6 MOMS cl7 4107 v ON18V3630 SISVe 00086Z 3.SS.6Y.68S (W)YO'86Z g.Sq,6s,.6gS 'lYiS37JVN1.0J I I i I i J O2'WO-Lioag V300183S �VZ♦ 113M100{ a ` q � E.Lp SNNVl X3�INV�AQV f0'0 m A, 9 9 to AVM3AJN003AVd \ s'sJ_, 2'OE' 6-d I n' m IDVHI I \ i \ w a6ejeE)leo E pegoe)ly LAM I / ` asnoH ewejj pooh 10olS Z anu0 Spue)g6(H JegOd 4406! 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