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HomeMy WebLinkAboutBEAR RIDGE LT 12Onsite File Bear Ridge Lot 12 #067-621-18 The system will be reconf igured to the Cot II system. See 2017 letter. olik- _", -�. " Municipality of Anchorage V 41iry,19ity � Community Development Department /jJ®v Page" 1 of 3 On -Site Water & Wastewater Program X20Q QQ 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)31J7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191439 PID Number: 067-621-18 ❑ New ■ Upgrade Name: BRIAN AND DEBORAH BAILEY ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ■ Bed �ound Address: 3412 BEAR RIDGE CIRCLE, EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from origin de: 696-5056 4 GPD/Sq. FL FL LEGAL DESCRIPTION Depth to pipe Invert from original grade: Ft, Grave epth beneath pipe: FL Fill added above original grade:AA`` Gravel length: Subdivision: Block: Lot: BEAR RIDGE - 12 '��`v FL FL Township: - Range: - Section: - Gravel width: FL Beds Number of lines: Distance between lines: SEPARATIONDISTANCES rp Number of trenches: DISL between trenches: Total absoarea: To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines SQ. FL FL Well 50'+ 50'+ 25'+ TANK ❑ Septic ■ S.T.E.P. ❑Holding ❑ Other Manufacturer. ANCHORAGE TANK capacity. 1500 Gal. Surface water 50'+ z � 50'+ N/A Lot Line 5'+ X 5'+ - Material: Number of compartments: W EPDXY COATED STEEL 2 LIFT STATION *2ND COMPARTMENT OF STEP TANK Foundation 10'+ 10'+ - Manufacturer. Capacity Curtain Drain NONE KNOWN ANCHORAGE TANK *500 Gal. Remarks: DUE TO THE TANK BEING IN THE MIDDLE OF THE LOT AND 'Pump on' level at TIMER 'Pump off' level at TIMER High water alarm at 46" NO LOT LINES NEAR BY, WE REQUEST THE REQUIREMENT FOR AN Pump Make & Model: Electrical Inspections performed by. UPDATED AS -BUILT SURVEY BE WAIVED AT THIS TIME. PE51 M RISING SON ELECTRIC PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer RM SEPTIC SERVICES A Drainfield D3034 CO/MT D3034 Inspector _ GEG, Ltd. BENCH MARK (Assumed elevation) 100'64 FL Inspection Location and Description: Dates: 1 St 11/11/2019 2nd - 3rd - 4th - TOP OF CMU FLASHING/BOTTOM OF SIDING BY FCO Community Development Department Approval ENGINEER'S SEAL It %44�♦ e.•� ...: ,ys�# Conditional approval: Date: �.WP-� • � ... �� �?�''' �♦ /sem � g Il=t ■....:....4i...:..........1..........:...../ : l. .. ...... ............. 0♦ ,;�,>Je �, y Garn S :cAV PU`%�� �9�tir�X ♦�� Approved: Date: a 3� PROFESS\ONP:•• Inspection Report_1-1-12.doc PERMIT NUMBER: OSP191439 RECORD DRAWING .7 717 PARCEL ID NUMBER: 067-621-18 ---- ---- --- - - -�/ /I L-li ��71 \mac ------------------- — ---- -- GARNESS ENGINEERING GROUP, Ltd ------ ---- -- ENGINEERING o SALES o CONSULTING El -- 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179- FAX (907) 338-3246' WEBSITE: www.gamessenglneedng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRIAN AND DEBORAH BAILEY 694-9681 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE S/D; LOT 12 J.L.M. TYPE OF WORK: DATE: REVISED I,.- RECORD DRAWING OF STEP TANK UPGRADE 12/27/2019 OF•. 1•eeei 0..........4 :............. .........! / . ,.J �.. .•GarnesS... W . • _/ ■ LICENSE�1 FESS\ #AECC884 �JuLs IN, � LOT 13; BEAR RIDGE S/D J� (VACANT) rn •-' EXISTING AEROCELE \\ \\ • ••, 4 BEDROOM UNIT \\ \ \\\\ A B N EXSITING WELL HOUSE \\ \ DBL1 33.8 38.1 \O DBI -2 34.6 39.0 rn MH1 36.1 40.6 MI -12 43.2 47.4 A EXISTING DRAINFIELD r NEW 1500 GALLON / INSTALLED ANCHORAGE TANK DOUBLE EPDXY COATED _ — — — I 1 _ CLEANOUTS S.T.E.P. TANK NOTE: THE OLD 1500 GALLON (DBL1 & DBI -2) STEEL S.T.E.P. TANK WAS / / REMOVED AND DISPOSED / a � o j0FFSITE BEAR RIDGE LOT11 N SCALE• / 1"=40' n ---- ---- --- - - -�/ /I L-li ��71 \mac ------------------- — ---- -- GARNESS ENGINEERING GROUP, Ltd ------ ---- -- ENGINEERING o SALES o CONSULTING El -- 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179- FAX (907) 338-3246' WEBSITE: www.gamessenglneedng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRIAN AND DEBORAH BAILEY 694-9681 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE S/D; LOT 12 J.L.M. TYPE OF WORK: DATE: REVISED I,.- RECORD DRAWING OF STEP TANK UPGRADE 12/27/2019 OF•. 1•eeei 0..........4 :............. .........! / . ,.J �.. .•GarnesS... W . • _/ ■ LICENSE�1 FESS\ #AECC884 �JuLs PERMIT NUMBER: PARCEL ID NUMBER: OSP191439 RECORD DRAWING 067-621-18 TOP OF MANHOLE LID (MH1) = 97.14 - TOP OF TANK @ INLET = 90.22 INVERT OF BUNG @ INLET = 89.55 - CONTROL PANEL FINAL GRADE = BR.R-AR 9— 1500 GALLON EPDXY COATED STEEL S.T.E.P. TANK RATED FOR 10 FEET BURIAL ISTING REMOTE MONITORING SYSTEM GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES D CONSULTING 'OP OF MANHOLE LID (MH2) = 97.17 a EXISTING SIM/TECH PRESSURE FILTER HOLE –TOP OF TANK @ OUTLET = 90.17 EXISTING HIGH LEVEL FLOAT EXISTING OVERRIDE FLOAT —EXISTING ON/OFF FLOAT EXISTING PUMP -RE-USED PUMP PLATFORM FROM PREVIOUS TANK OF rki e!e 3701 E. TUDORROAD, SUITE 101 ANCHORAGE, AK99507 PHONE(907)337-6179 FAX(907)336-3246 WEBSITE:www.gamessengineedng.00m j • •••••••• PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �^Je y A. GarnG�S••:• o BRIAN AND DEBORAH BAILEY 694-9681 30173 �j��J,•.� CE -79 _� PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦0♦°' 2.••���1 BEAR RIDGE S/D; LOT 12 J.L.M.�''•1l.�••.a TYPE OF WORK: DATE: LICENSE RECORD DRAWING OF STEP TANK UPGRADE 11/20/2019 #AECC884 N,�SFACf/� MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program �c,x1N e ri ...5. I 04, -''+�t PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax: (907)343-7997 http://www.muni.org/onsite -. • 'NCNoaA�� 1)epartincut On-Site Wastewater Disposal System Permit Permit Number: OSP191439 Effective Date: 10/1/2019 Work Type: SepticTank Upgrade Expiration Date: 9/30/2020 Tax Code Number: 06762118000 Site Legal Address: BEAR RIDGE LT 12 G:0804 Site Mailing Address: 3412 BEAR RIDGE CIR, Eagle River Owner: BAILEY JOHN BRYAN & DEBBIE Lot Size in Sq Ft: 40075 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 I Received By: Date: `6 l l AP:0) Issued By: • (kx, Y ,O Date: RUS MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water& Wastewater Section \ -%/ Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 067-621-18 Property owner(s) BRIAN AND DEBROAH BAILEY 696-5056 Day phone Mailing address 3412 BEAR RIDGE CIRCLE, EAGLE RIVER, AK 99577 Site address 3412 QEAR RIDGE CIRCEL, EAGEL RIVER, AK 99577 Legal description (Sub'd., Block & Lot) BEAR RIDGE S/D; LOT 12 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial ❑ Single Family(SF) EJ (w/wo ADU) Septic Tank Upgrade ❑ Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: fq 5 Waiver Fees: Date of Payment: /d//!/9 Date of Payment: Receipt Number: a ir) Receipt Number: Permit No. 0SP/Q/Q39 Waiver No. G:\Development Services\Building SafetylOn Site Water and Wastewater\Forms\Client Forms\Permit Application.doc .de to GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING, September 30, 2019 Municipality of Anchorage Development Services On-Site Water & Wastewater Program 4700 Elmore Roade Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: STEP Tank Upgrade for Bear Ridge S/D; Lot 12 To whom it may concern: The 4-bedroom house on the referenced property is served by a private well and septic system. The existing septic system consists of a 1500-gallon steel STEP tank, a Cat II Quanics Aerocell Treatment unit, and a 5-wide drainfield. During a recent inspection of the system performed by Arm Septic Services, LLC (the certified service provider), they found the STEP tank appears to be taking on groundwater. It is their opinion that the tank is taking on groundwater through a hole in the sidewall of the tank. We are proposing that a new 1500-gallon, 2-compartment Greer HDPE tank be installed and that it be equipped with a STEP tank package using the components from the existing STEP tank. The old STEP tank will be permanently decommissioned per UPC. We request a STEP tank upgrade permit be issued. Please do not hesitate to call us at 337-6179 if you require further information. Thank you for your assistance. Sinc:rel , - r: . Ga .E., M.S. Pre.. dant 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com t GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN.BY PROCEEDING I FORWARD WITH THIS INSTALLATION,THE - 03 - _ -_ ENGINEER,WELL DRILLER,CONTRACTOR AND I m PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO I ACCEPT THE TERMS AND CONDITIONS OUTLINED. \\ T LOT 13; I /�+ BEAR RIDGE S/D Q \ (VACANT) I 0 cF \ I m kci o 0 o 7) •. ,. :a • < •. j •r + I AEROCELL � �\ .''::: EXISTING (` 4 BEDROOM I UNIT ••, EXSITING WELL — HOUSE `/ \ I 1 /r ' '.111111/ / EXISTING / DRAINFIELD 7-- / PROPOSED 1500 EXISTING 1500 GALLON STEEL GALLON GREER HDPE I \ — — — — — -- S.T.E.P.TANK TO BE ET.E.P.TANK.SEE _ _ _ DECOMMISSIONED PER UPC DETAIL, PAGE 2 OF 2 __ I N /7 — BEAR II RIDGE6 I _---___ _ LOT 11 / �. / SCALE: / ��— I I 1"=40' 1 ���••"R ',111 41 444 _IN I. al GARNESS ENGINEERING GROUP Lt I� ff -•ENGINEERINGSALES CONSULTING ���.. �• • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507•PHONE(907)337-6179'FAX(907)338-3246*WEBSITE:www.gemeasengineenng.com • I I PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • X) ;••l� •• •• • • it BRAIN AND DEBORAH BAILEY 694-9681 1 OF 2 t•♦0 • 'Y A. G.rness PROJECT/LEGAL DESCRIPTION: ♦ • -79 BEAR RIDGE S/D; LOT 12 DRAWN BY: ♦♦�.,�••. • J.L.M. 7, •••1 �° \., 440, TYPE OF WORK: P\` . DATE: LICENSE .P • DESIGN OF S.T.E.P. TANK UPGRADE ��PRO •• 9/30/2019 # LICENSE 4 1misiiik EXISTING EXISTING REMOTE CONTROL MONITORING SYSTEM !� PANELll ORENCO#FLD24XX EXISTING 24'INSULATED LID ACCESS LID WITH 4"PLUG URETHANE FOAM EXISTING SIM/TECH PRESSURE FILTER r_1/47 11 IIl'il EXISTING 24"RISER.TOP •.•:- 4 FEET INSULATED 0`i;: WITH 2+INCHES URETHANE ORENCO#RR24XX 11 �:: WITH TOPCOAT ULTRA-RIB RISER TUBING mimm WITH 4"URETHANE FOAM $ <: \N„.,1/4. 1':: �• 4"OF INSULATION 0.:.* OVER FEED LINE D AND RECIRC.LINE ORENCO#PRTA24 Q �;...j ���- FEED LINE TO ABS TANK ADAPTER �AEROCELL UNIT INI�:;f1.I 27"OD X 1/4"ALUMINUM S 1;::} ORENCO#PRTA24 ADAPTER PLATE S WEEP i.::*: ABS TANK ADAPTER HOLE i: 27"OD X 1/4"ALUMINUM =�,(9�" ' '��,�4�� ADAPTER PLATE FLOW FROM HOUSE PVC CONDUIT A��,���• A,A��• Inlet[---- FOR ELECTRICAL ` II - CONNECTIONS / I I 'Outlet 80%RETURN FROM `NOTE:150 GALLON (FLOATS&PUMP) AEROCELE UNIT RESERVES CAPACITY IS I ,. ACHIEVED FROM TOP OF ROTOMOLDED HDPE 4"INLET PIPE TO HIGH , OUTLET COLLAR AND LEVEL FLOAT illik BAFFLE ASSEMBLY ACTIVATION.1609 GALLONS OF LIQUID • r 4‘ CAPACITY WHEN LEVEL 50'Minimum Liquid Level-1264 GALLONS IS AT TOP OF 4"INLET. 'TIMER OVERRIDE FLOAT (63")-1532 GALLONS CAPACITY WHEN FLOAT IS ROTOMOLDED HDPE /~ ACTIVATED. INLET COLLAR AND 'HIGH WATER FLOAT BAFFLE ASSEMBLY (58")-1458 GALLONS - CAPACITY WHEN FLOAT IS NEW 1500 GALLON ACTIVATED. - *LOW LEVEL CUTOFF GREER HDPE TANK FLOAT(ON/OFF)-(52") NOTE:THIS -1264 GALLONS MEASUREMENT WHERE CAPACITY FLOAT BRACKET IS ROTOMOLDED HDPE WHEN FLOAT IS ATTACHED TO PIPING. COMPARTMENT BAFFLE DEACTIVATED. ASSUME 2"SWING-UP COLLAR ASSEMBLY rn.Tai. .-We 0 II t AND DOWN FOR FLOAT ACTIVATION AND EXISTING EFFLUENT/ DE-ACTIVATION FROM AN SEWAGE PUMP BRACKET. ARE MEASSUREMENTSMENTS AREIIIIIIIIM `CMU BLOCKS M FROM BOTTOM OF TANK. FO'PUMP STAND .smovb.\;\ 111 GARNESS ENGINEERING - • ' L, ��� •� �'• GROUP Ltd ; -..` - _---, ENGINEERING SALES CONSULTING .�_- �' 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'VJEBSI7E:www.gamessenglneedng.com — � I(� / PREPARED FOR: • BRAIN AND DEBORAH BAILEY PHONE NUMBER: PAGE NUMBER: 0 On •" i: `T- •. Gar -ss 114.1= 694-9681 2 OF 2 �• •• CE-7953 9 �a PROJECT/LEGAL DESCRIPTION: tJ- "pi %.• 3v I14••'' <<..i TYPE OF WORK: DATE: ♦41 PRoFEs \,- 44 DETAIL DRAWING OF S.T.E.P. TANK UPGRADE 9/30/2019 LICENSE 1.41%„"s�4 #AECC884 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS February 6, 2017 - Revised Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 Attn: Deb Wockenfuss C.C. Bryan & Deborah Bailey ani A(iV3l1 d TI-c-utrr t 5* � .600a fffficftov Ref: Bear Ridge S/D; Lot 12 — Memo concerning CAT III septic system Ms. Wockenfuss: The permitted septic system was installed on the referenced property in 2011 and started up on 5/1/2012. During the last few site visits by the certified service provider, they have observed that the drainfields is still dry. In order to simplify the operation and maintenance of the system and per the request of the owner (see attached email), we are proposing that this unit be permanently configured as a CAT II system. Our justifications are as follows: • The drainfield has at least 2' of MOA approved sand filter. • The receiving soil perked at less than 1.5 minute per inch and so the CAT II soil application rate is 4.0 GPD/Sq. Ft. The home has 4 bedrooms, so 150 sq./ft. of absorption area is required. The existing drainfield has 200 sq/ft. of absorption area. The following information should supersede the application rates outlined in GEG's original design dated 6/10/2010: -Allowable application rate: 4.0 -Proposed application: 3.0 At this time, we request that your department approve a CAT II configuration to be used at the referenced property. Upon your concurrence, we will insure the jandy valve is in the open position, and will place a CAT II sticker on the control panel. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 2 of 2 If you have any questions, please contact Jeff Garness or Jody Maus at (907) 337-6179. Best P. E., M.S. 3701 East Tudor Road, Suite 101 ' Anchorage, Alaska 99507-1259 Phone: (907) 337.6179' Fax: (907) 338-3246' Website: www. garnessengineering.com Municipality of Anchorage Community Development Department Poge 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT OSP /o/ 9-2-../ pa (��-1-Ig Permit Number: -1164M,095-1 PID Number: . 1 RJ c.• New ❑Upgrade Nome:ABSORPTION PEPPERS CONSTRUCTION FIELD 0 Deep Trench El Shallow Trench 0 Bed 0 Mound • Other Address: P.O. BOX 1064 * EAGLE RIVER, AK 99577 Soil Robng. *6.0 GPD/B4. Ft. Total Depth from originol grade: 0.34 ABOVE 0.G. n. Phone: NO. of Bedrooms: (907) 694-9681 4 LEGAL DESCRIPTION Depth to pipe invert from original grade: 0.86 ABOVE 0.G. Ft, Gravel depth beneath pipe: 0.52 Ft. Subdivision: Block: Lot: BEAR RIDGE - 12 Fill added above original grade: SEE DWG. Ft. Grovel length: 40 Ft. Township:....Range: Section: - - Grovel width: 5 Ft. Beds Number of lines: N/A Distance between lines: N/A Ft. SEPARATION DISTANCES obsorpl on oreo: 200 50. Ft. Number of trenches: 1 DisF. between trenches: - Ft. To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Well 100'+ 100'+ 100'+ — 251+ TANK • Septic El S.T.E.P. ❑Holding ❑Other Monufocturer: Capacity: Surface water 1001+ 100'+ 100'+ - GREER 1500 Gol. Lot Line 5'+ 10'+ 5'+ - N/A Material: STEEL Number of comportments: 2 Foundation 5'+ 101+ 5'+ - LIFT STATION Curtain Drain Manufacturer: Copoc'ty` GREER/QUANICS 1500 Gal. NONE KNOWN *THIS IS A OUANICS AEROCELE SYSTEM. Remarks:TIMER "Pump on"level ot:`Pump off' level ot: TIMER High water olorm ot: 46" Pump Make & Model: P -SE -41-T Electrical Inspections perfo med by: VANNOY ELECTRIC PIPE MATERIAL House to tank D3034 Tank to SCH 40 drainfield Installer WHITTERS EXCAVATING Drainfield D3034/F-B10 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 90.60 Ft. Inspection Dotes: 1st 4/26/11 2nd 4/26/11 Location and Description: TOP OF MANHOLE 3rd 5/3/11 4th 5/1/12 Community Development Department Approval Conditional approval: Date: Q�pF ENGINEER'S 5 oo�o 0 ff... ...�gSpO L 4 � c/ "0 vA la ••.•..ness.r Approved: Date: 7-'2342 e f 4 P y \ap. �440000�6 CE 7 53 e00 •.b �1 �l2 ' Sao fessionaoo /� i!i� if%'/ Inspection Report _1-1-12.d PERMIT NUMBER: OSP101221 AS -BUILT DRAWING PARCEL ID NUMBER: 067-621-18 et NEW WELL —J LOT 13; BEAR RIDGE S/D (VACANT) A B FCO 16.60 57.46 ST1 34.17 74.71 MH 43.38 82.75 POD1 73.98 75.57 POD2 76.01 75.46 C01 79.02 75.72 CO2 72.51 55.02 MTI 74.95 56.70 CO3 91.50 96.13 MT2 88 85 93 65 CO2t7H#126 C01 0 650 AEROCELL UNIT ST1 /NEW 1500 GALLON / S.T.E.P. TANK MH BEAR RIDGE LOT 11 NEW M2 GARNESS ENGINEERING GROUP, Ltd CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR 8090. SUOE 101 • ANCHORAGE. AB 99507 PREPARED FOR: PEPPERS CONSTRUCTION LEGAL DESCRIPTION: BEAR RIDGE SUBDIVISION; LOT 12 • PHONE (907)337-6179 • FAX (907)33B-3346 • WEBSITE:....9Pm.,senginsefin9.cam / // /J - -TH#12A "\ c .- �.- �. I r. ^-..... �7 I �� 03 \\ \-, , DRAINFIELD PHONE NUMBER: 694-9681 PAGE NUMBER: 2 OF 3 TYPE OF WORK: ASBUILT DRAWING DRAWN BY: PNB/JLM DATE: 6/8/2012 1 / RESERVE SITE SCALE: 1" = 40' Lot PERMIT NUMBER: OSP101221 :EL ID NUMBER: 7-621-18 FINAL GRADE= 89.65-89.80 TOP OF TANK INLET= 83.87 - INVERT OF BUNG = 83.22 1500 GALLON 10 GAUGE DEEP BURIAL STEP TA TOPSOIL AND SEEDING COMPLETED AND INSPECTED_ 54/20_t2 TH 12B DWATER all 88.54 Z 0 0 U H N Z 0 U V1 o w Li. a. w6,20- a GARNESS ENGINEERING GROUP, Ltd.. M.,. CONSULTANTS & GENERAL CONTRACTORS - .a.- 701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, M. 99507 • PHONE 907 337-8179 • FM: 9. 338-3248 • WEBSITE gamwig LEGAL DESCRIPTION: PERFORMED FOR: DEPTH (feet) 4- 9 10—J. 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — 20 SOILS LOGGED BY: COMMENTS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA.1FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 61 tl E/z SOIL LOG — PERCOLATION TEST BEAR RIDGE DUBDIVISION; LOT 12, ORGANICS GP/SP TEST HOLE #12B SOIL CLASSIFICATIONS IREM 113119 .///0 o•, RiORO Irmo. GW GP GM GC SW SP SM SC ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE SEEPS 0 6' 7/28/2005 5'8" 9/28/2010 1 — LOT 13 (7-77:7777;7777227,727,7201A /,,SEPTICN RESERGE•/i • 1o.00 0 saEr.;' ,z;/4 \. 14'a.a AGJLJ-Gl11w2-LJ_iJ1l1 /I / / 1 I ' I F/,/,'////1/5/,;;;';',:91),-7-7/,'-',25•5±i s, LOT 12 / SCALE: LOT 11 i , DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1 — — 6.00" — 2 — 9 0" 6.00" 3 — — 6.00" — 4 — 9 0" 6.00" 5 — — 6.00" — 6 — 9 0" 6.00" 7 — — 6.00" — 8 — 9 0" 6.00" 9 — — 6.00" — 10 — 9 0" 6.00" 11 — — 6.00" — 12 — 9 0" 6.00" PERCOLATION RATE 1.5 (MIN. INCH) PERC. HOLE DIA. 4 (INCHES) TEST RUN BETWEEN; Z. FT. AND 3 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ® NO JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL 11 SFALIV/110 ELIC717/C 231 E. Forest Ave Wasilla AK, 99654 Anchorage: 907-569-3333 Valley: 907-357-3383 Fax: 907-357-0173 July 13, 2012 To Whom it may Concern, This letter is in regards to the septic system that was installed at the home, 3412 Bear Ridge Circle, Eagle River, AK. 99577 Legal is Lot 12 Bear Ridge Subdivision. That Peppers Construction had constructed. Peppers had hired Vannoy Electric as his electrical contractor to install the wiring in the home. During this process, we had installed the wiring for the septic system. We terminated all the existing wires that others had installed from the tanks to the controller, and terminated all the wiring required to power the controller from the house that we installed. A start up test was performed by Garness Engineering, the technicians name is Jody, and Vannoy Electric to confirm that all operations where correct. Sincerely, Aren Schurosky Project Manager Vannoy Electric LLC. ARCTIC PUMP & WELL INC. Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 (907) 745-2510 apw(Kei.net Pump Installation Log Well Drilling Permit Number: osp101221 Parcel Identification Number: 06762118000 Date Of Issue: 10/14/2012 Legal Description Bear ridge Lot: Block: 12 Property Owner Name Address: Peppers Construction 10224 West Frontage Eagle River AK 99577 Pump Installaion Date: 9/10/2011 Pump Intake Depth Below Top of Well Casing: 127 Feet Pump Manufacturer's Name Pump Model: Pump Size: Franklin Constant Pressure System: 15SDQP 1.5HP 1.5 HP Pitless Adapter Burial Depth: 12 Feet Pitless Adapter Manufacturer's Name B-10 Pitless Adapter Installer: U/K Well Disinfected Upon Completion? Method of Disinfection: Comments: Yes Chlorine Pum pinstallerName: Arctic Pump & Well, Inc. Friday, July 06, 2012 SULLIVAN WATER Dermot e - Commercial - 6eoNermN Meso 907481475f .ww.,eaWae,mNnvelb.eem Well Log Permit Number: OSP 101221 Date of Issue 101141201 Date Started: 4113/2011 Date Completed: 4113/2011. Property Description BEAR RIDGE Lot 12 Block NONE Property Owner Name & Address: Parcel Identification Number: 06762118000 Is well located at approved permit location? []Yes LiNo Section: Town: Range: SCOTT PEPPERS PO BOX 1064 EAGLE RIVER, AK 99577 196 Borehole Data: Soil Type, Thickness & Water Strata Casing Stickup Overburden Sand Gravel Clay Silty Clay & Gravel Hardpan WlBoulders Brown Sand & Gravel IN/Clay Water Sample Results: Arsenic: Nitrates Total Coliform Bacteria Other bacteria: Depth From To 0 2 2 4 4 15 15 28 28 110 110 140 ug/1 colonies/100mL col100mL Method of Drilling Casing type: Wall thickness Diameter Liner type: Diameter X air rotary cable tool 0.25 inches 6 inches Total: 140 feet inches Depth: feet Casing stick-up above ground: 2 feet Static Water Level(from top of casing) 103 feet Pumping Level: feet after 1 horns pumping gpm Recovery Rate 7 gpm Method of Testing: Air Well Intake Opening Type Ix] Open End f Open Hole I] Screened Start feet Stopped [1 Perforations Start feet Stopped feet feet Grout Type: Bentonite dry granular Volume: 50 Pounds Depth 44 Start 9 feet Stopped 44 feet Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? XI Yes Li No Method of disinfection- CHLORINE 50 PPM Comments: Well Driller: Cole Sullivan Sullivan Water Wells P.O. Box670272 Chugiak AK 99567 (907) 688-2759 Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion. On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP101221 Tax Code Number: 06762118000 Work Type: WellSeptic Initial Permit Effective Dates: October 14, 2010 to October 14, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: BEAR RIDGE Site Legal Address: BEAR RIDGE LT 12 G:0804 Owner/Address: PEPPERS CONSTR P 0 BOX 1064RIVE EAGLE RIVER AK 99577 Site Mailing Address: This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage Lot Size in Sq Ft: 40075 Total Bedrooms: 4 All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. AMC 15.65.060.6.3 Received By: Issued By: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 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 I.D. � ' r 1' S5, Property owner(s) PEPPERS CONSTRUCTION Day phone 694-9681 Mailing address 10224 W. FRONTAGE ROAD *EAGLE RIVER. AK Site address Zip Code 99577 Legal description (Sub'd, Block & Lot) BEAR RIDGE LOT 12 Legal description (Township, Section & Range) N/A Lot Size y61, 0755 Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (®all that apply): THIS APPLICATION IS AN: Absorption Field Initial Septic Tank ® Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well Water Storage n I certify that the above information is correct. 1 further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owncr or authorized agent) Permit/Rush Fees:_11--)U - )--i Waiver Fees: q%V ji 6 Receipt Number: 69;231/ Receipt Number: Date of Payment: Date of Payment: (Rev. 11/05) GARNESS S EN INEERING GROUP, L,td. CONSULTANTS & GENERAL CONTRACTORS September 27, 2010 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Initial Septic System & Well for Bear Ridge; Lot 12, To whom it may concern: The subject property is currently vacant. The owner of the property is proposing to build a 4 bedroom house that will be served by a well and septic system. We are proposing to drill a well and install a Quanics Aerocell treatment system which includes the installation of a 1500 gallon S.T.E.P. tank and 5 - wide trench type drainfield. Attached are a site plan and a design drawing showing the proposed septic system and well. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography below the drainfield is 10-15 percent running northeast to southwest.. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any Auestions, please contact us at 337-6179. Thank you for your assistance. Srely, Jeffrey P ., M.S. Preside NO E: Attached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which are all part of the design package for this septic system. (Contact G.E.G. Ltd for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ZLOT 13; RIDGE S/D VACANT) 1 1pYE�l RAp\u5 PROPOSED \ 4 BR \ HOUSE ; LOT 3; BEAR RIDGE S/D (VACANT) 1f T1 I � ID I 1?.. Im I 17:3 LOT 4; ROPOSED RESERVE BEAR RIDGE S/D SEPTIC SITE I (VACANT) SYSTEM \ I / 1 I I I 1 )00' WELI RADIU: ,m• 11., I WWI • II 1 1 I I \ \ I I \ \ / \ LOT 10; \ I / \ BEAR RIDGE S/D \\ \ / i / \ BEAR LRIDGE S/D 5; N ` _ LOT 9; BEAR RIDGE S/D,, (VACANT) / -23 LOT 8; BEAR RIDGE S/D SCALE: 1" = 100° LOT 6; BEAR RIDGE S/D (VACANT) \ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AX 99507 • PHONE (907)337-6179 • FAX (907)338-3246 WEBS 1E: www.gameeeengineering.com PREPARED FOR: PEPPERS CONSTRUCTION PHONE NUMBER: (907) 694-9681 PAGE NUMBER: 1 OF 5 LEGAL DESCRIPTION: BEAR RIDGE SUBDIVISION; LOT 12 DRAWN BY: PNB TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM DATE: 9/22/10 .J 'i fray A. Carness: OO� VE -795 mG �4p�P °°.i.f 11- f1, �Ao !),";,(7' Pro f essionoo �00000�� (RA,' M/f1F1 DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 1.7 MIN./INCH ALLOWABLE APPLICATION RATE:6 GPD/SQ.FT PROPOSED APPLICATION RATE:3 GPD/SQ.FT MINIMUM DRAINFIELD SQ.FT.: 200 DRAINFIELD DESIGN: MAXIMUM DEPTH: EXCAVATE A MAXIMUM OF 20 INCHES BELOW WIDTH: 5 FEET ORIGINAL GRADE. LENGTH:40 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 200 GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. Ek-1- NOTE: THE CONTRACTOR SHALL HAVE THE EAST LOT LINE, ALL WELL RADII & PROPOSED WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. NOTE: THE QUANICS SYSTEM CAN BE SUBSTITUTED WITH AN ALTERNATE MOA APPROVED CATEGORY III SEPTIC SYSTEM. DRAINFIELD DESIGN: (RESERVE) MAXIMUM DEPTH: EXCAVATE A MAXIMUM OF 12 INCHES BELOW WIDTH: 5 FEET ORIGINAL GRADE. LENGTH:40 FEET M.O.A. APPROVED SAND FILTER:2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.:200 LOT 13; BEAR RIDGE S/D (VACANT) PROPOSED 1500 GALLON STEP TANK H#/12B 2. .1 TH#12A PROPOSED DRAINFIELD RESERVE SITE r BEAR RIDGE LOT 11 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS....:.. + , 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE www.gamessengfneering.com PREPARED FOR: SCOTT PEPPERS LEGAL DESCRIPTION: BEAR RIDGE LOT 12 TYPE OF WORK: INITIAL SEPTIC DESIGN (Rav T11 /n51 PHONE NUMBER: 694-9681 PAGE NUMBER: 2 OF 5 DRAWN BY: PNB DATE: 9/22/10 � GARNESS ENGINEERING GROUP, Ltd. o�/ 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gorneesengineering.com LEGAL DESCRIPTION: PERFORMED FOR: DEPTH , (feet) 10 — 11 — 12 — 13 — 14 — 15 — 16- 17 — 18 — 19 — 20 SOIL LOG — PERCOLATION TEST LOT 12; BEAR RIDGE SUBDIVISION (PROPOSED LOT 12; CIZEK S/D) JOE CIZEK ORGANICS GP/SP TO GM/SM POORLY GRADED GRAVEL w/ SAND SILT MIXTURES DATE: TEST HOLE #12A SOIL CLASSIFICATIONS 000 000° 0 00 000000000 .••.s.. y q GW GP GM GC SW SP SM SC ORG ML CL OL MH CH OH. DEPTH TO GROUNDWATER DATE DRY 3/24/2004 5' 3/26/2004 5' 5/17/2004 5'4" 9/28/2010 3/24/2004 4p 4 �sk1t1oo DO ess.: CE795 • vp . imp P ere . 9 Z `` � c°o \p ar0fess101\ z ��oO;0000� SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 7:36 - 6" - 2 7:46 10 0" 6" 3 7:46 - 6" - 4 7:56 10 0" 6" 5 7:56 - 6" - 6 8:06 10 0" 6" 7 8:06 - 6" - 8 8:16 10 0" 6" PERCOLATION RATE 1.7 (MIN./INCH) TEST RUN BETWEEN 2.0 FT. AND A FOUR HOUR PRESOAK WAS PERFORMED: SOILS LOGGED BY: JODY MAUS PERC. HOLE DIA, 6 (INCHES) 2.5 FT. El YES ❑ NO PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS- DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, AN INNOVATIVE TYPE SEPTIC SYSTEM MAY NEED TO BE USED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: "A £/j4. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS•• 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE gamessengineering.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BEAR RIDGE DUBDIVISION; LOT 12, PERFORMED FOR: WALLACE HOMES DATE: 7/28/2005. DEPTH (feet) B.O.H. ORGANICS GP/SP TEST HOLE #1 2B SOIL CLASSIFICATIONS 0000 0‘000000e° c •••• •• GW GP GM GC SW SP SM SC iRT ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE SEEPS © 6' 7/28/2005 5'8" 9/28/2010 ••.-n*°UOQ ffrr A. arness.` C795 � Par0fessl°n°oo 40000�� DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) ., P "S`6‘ R -C-51'f0 QE PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN — FT. AND - FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: — COMMENTS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: `t'i2 ew O 0 0 DATE: z N C -o 1 0 r co m P1 N v� m z m� D z 1^18031V1d dwnd dW(id IN3(11333 1l17-3S—d 9/22/2010 E- m > p z C0 Z -< > Z D < O m m TI (- 0 r- -9 m 3AO 2131N11 IV018 831VM HOIH 3N11 NOI±V1f1081038 Z SN01103NNO0 11fGNO3 OAd 0131dNIV80 DRAWN BY: PNB 3N11 ,l1dd(1S „ O N m> -U n 7O Z �Zm Ox) 21.� D I- -i73 -73O -< O' LEGAL DESCRIPTION: BEAR RIDGE LOT 12 TYPE OF WORK: DESIGN OF QUANICS AEROCELL SYSTEM PREPARED FOR: SCOTT PEPPERS 1l0Md310 2131113 3811SS3Nd 011 031V111SNI „17Z 17 OZ� m( 73 coO m Z o m� • I I X08 NOLLONf r 38(11 ON123011NOW „17 GARNESS ENGINEERING GROUP, Lt CONSULTANTS a GENERAL CONTRACTORS 3701 E MOOR R040. SURE 101. ANCHORAGE. M. 99807 PHONE ( 07) 337-8179/FA%: (907) 338 3446 • WEBSITE www.ganrsseng neering.eo,9 1l0NV310 „i7 3A1VA AONvf 1VN831N1 0 z 0 r- 0 P1 32 0 m x 5 z rA 0 0 D -1z CD 0 0 D z D U x 0 r 0 m U V V W j W N A O) 01 r0 i N U U 00 U O O PHONE NUMBER: 907-694-9681 PAGE: 5 OF 5 j y ness: CE—VA ADO �a Orofessio: �4000�00 Oct. 5. 2010 4:20PM Garness Engineering Group, Ltd. o.9847 P. 1 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of (.2",.1 -s.1 -3e of 20 A O, by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as .Jl «i&ocatcd at `' Gi 1-- , Anchorage, Alaska, 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval, An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC: 15.65_ Oct. 2010 4:20PM Garness Engineering Group, Ltd. N0:9947 These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage, Any man-made or natural change in a system that would inhibit the system from performing as designed. 0_ Maintenance and Repair, The scheduled and as needed replacement of existing parts, components and pieces of an A WWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an A WWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit. the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3_ Fee_ Owner shall pay to Municipality an annual fee of 0 ($ ') AO), payable on or before the issuance of the operating permit and annually thereafl.er. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the A WWTS. Oct. 5. 2010 4: 1PM Garness Engineering Group, Ltd. o.9047 P. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations. Installation anRemoval of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the A W WTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewaI of the permit. The schedule of maintenance and repair contained in the Owner's A W WTS Operating Permit is: / 'Y t7. c C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. Oct: 5. 2010 4:21PM Garners Engineering Group, Ltd. o.9047 P. 4 0. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Non waiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Oct. 5. 2010 4 21P Garness Engineering Group, Ltd. 0.9847 P. Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be 'void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By: MUNICIPALITY: By: Title: Date. 0 - 0 Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT ) ss. The foregoin instrument was acknowledged before me this (t day of VC_ b �e 2010 , by Kiel(.,,.\.... im M ou-zr: NOTARY PUBLIC FOR ALASKA My Commission expires: R i l Y \ r).,O' 3 STATE OF ALASKA NOTARY PUBLIC Rachel M. Paunic My Commission Expires Aug 19, 2013 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchorage.ak.us (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 067-621-18 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address cosA# (BSc.[ a lags Expiration Date: A) --2 3 rlR_ BEAR RIDGE SUBDIVISION; LOT 12 3388 BEAR RIDGE CIRCLE * EAGLE RIVER, AK 99577 SCOTT PEPPER Day phone 694-9681 P.O. BOX 1064 * EAGLE RIVER, AK 99577 Day phone Day phone Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System • n u TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer • s, ❑ n The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSA5 upon request to homeowners. Certificates of On -Site Systems 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 samples. (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 not 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, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 I ll Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments:, In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments, GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSO. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of thisreportby any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE _b`\ Otj F t//STA k Approved for bedrooms. ,QY"0(�� ON-SITE Conditional approval for bedrooms, with the following stipulation," WATER AND Disapproved. WASTEWATER ; PROGRAM IeATS ))))1 `�\\� Attachments: COSA Checklist Septic System Advisory Well Flow Advisory • Nitrate Advisory By: (Rev. 11/05) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: 7 2 3- l 7 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: A. WELL DATA Well type PRIVATE BEAR RIDGE S/D; LOT 12 Parcel ID: 067-621-18 If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 4/13/2011 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 140 if. Cased to 140 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 4/13/2011 Static water level 103 ft. \\C ft. Well production 7 g p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.19 mg /L Collected by: GEG, Ltd. Arsenic: ND ug./L. Date of sample: 5/29/2012 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 4/26/11-5/3/11 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping NEW Pumper – C. ABSORPTION FIELD DATA *THIS IS A CAT. III QUANICS AEROCELL TREATMENT SYSTEM. **BELOW FINAL GRADE TO TOP OF SAND. 4/26/1 1— Date /26 11— Date installed 5/3/11 Soil rating (g.p.d./ftorCbdr) *6.0 System type 5–WIDE Length 40 ft. Width 5 ft. Gravel below pipe 0.52 ft. Total depth *4.15 ft. Eff. absorption area 200 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) – Fluid depth in absorption field before test – in. Water added =gal. For 4 bedrooms New depth – in. Elapsed Time: — min. Final fluid depth – in. Absorption rate >= – g p d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) – If yes, give date – D. LIFT STATION 4/26/11— Date installed 5/3/11 Size in gallons 1500 "Pump on" level at TIMER in. "Pump off level atTIMER in. Datum BOTTOM OF TANK Manhole/Access (YM) YES High water alarm level at 46 in. Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1001+ On adjacent lots 100'+ 1001+ On adjacent lots 100'+ Public sewer manhole/cleanout Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Absorption field on lot Public sewer main N/A N/A Building foundation 51+ Water main N/A Property line 5'+ Absorption field 5'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 1001+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main Water service line 10'+ Surface water 100'+ Curtain drain NONE KNOWN Wells on adjacent Tots 100'+ F. COMMENTS N/A Driveway, parking/vehicle storage 10'+ G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems am in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 6 bib 2 COSA Fee $ IMO Date of Payment Receipt Number (Rev. 11/05) -3/i7/la Gly utie) Waiver Fee $ Date of Payment Receipt Number �o{ r..'�iUf �✓'P-� d." o'er ASBUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: eto-.Q���-Ja ar4r AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMEN TS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: SEWARD & ASSOCIATEST LAND SURVEYING 694-0829 DATE - GRID: ,rrte✓ FB: DRAWN: 40-1 e it A. cc: S r U:.' . r.. 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