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HomeMy WebLinkAboutBRUIN PARK #1 BLK 2 LT 9ABruin Park #1 Lot 9A Block 2 #016-102-29 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221491 PID Number: 016-102-29 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ■❑ Upgrade Name VANCE WHITT ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench 0 Bed ❑ Mound Site Address 11120 FOREST DRIVE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-302-0628 4 *6,0 GPD/SF 8 MAX Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.52 Ft. Subdivision Block Lot BRUIN PARK #1; BLOCK 2, LOT 9A Fill added above original grade SEE DWG. Ft. Gravel length 30 Ft. Township Range Section N/A Gravel width 20 Ft. Beds: Number of Lines 4 Distance between lines 5 Ft. SEPARATION DISTANCES 0 Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ft2 ' -Ft. Well - *50'+ *50'+ - 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capaci Surface Water _ *50'+ *50'+ - Gal. Material Number of compartments Lot Line _ **1 '+ 5'+ - NA Foundation - 10'+ 10'.+ _ LIFT STATION Manufacturer Capacity Remarks *AWWTS **OSV221081 ANCHORAGE TANK 111 Gal. INSTALLED NEW ADVANTEX PANEL TO ACCOMODATE PUMP VAULT Alarm location REMOTE MONITORING Electrical installed by RISING SON Installer PIPE MATERIAL House to tank EXISTII\ drainfield Tank to D3034 ARM SEPTIC SERVICES Drainfield D1785 C0/MTD3034 Inspector GEG AND M.O.A. BENCH MARK (Assumed elevation) 100.00 ft Inspdection 15` 6/1/23 2nd 6/1/23 Location and description 3`d 6/2/23 4ffi - GARAGE DOOR THRESHOLD ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp oo�oop0 0 FA Conditional Approval: Date o` D ...Q Septic Syste 0J ey arness.: 0� Approved Date) 9 7 rP '• F,�O Note: this appr al does not include well permit requirements. #AECc8944�44o0000�\-=� +I�av J/ Uzi 10) PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: OSP221491 016-102-29 1 / ALL STANDPIPES FOR THE NEW DRAINFILED ARE LOCATED INSIDE OF "PAVERS" AND ARE ARE PROTECTED FROM VEHICLE TRAFFIC / GENERAL LOCATION \ _ _ i OF 50' WELL RADIUS NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATEDI AUTOCAD. SCH 40 PRESSURE LINE IS A MINIMUM OF 1 FOOT BELOW THE WATER LINE. IN ADDITION, THE CONTRACTOR REPORTEDLY BENTONITED ALL JOINTS ON THE SEWER LINE TO THE DRAINFIELD. I PV I NEW PUMP VAULT I I I EXISTING TANK AND TREATMENT POD BRUIN PARK #1; BLOCK 2, LOT 10A SHOP "�/ '.:� BRUIN PARK; BLOCK 2, LOT 8 - NEW DRAINFIELD; DRAINFIELD INSULATED 4" THICK AND T+ OF SOIL COVER AS REQUIRED ON THE DESIGN I GEG-T •' DECK EXISTING 4 / •' ' BEDROONy HOUSF, O� 50'WELL RADIUS _WELL RADIUS _ V �_ V i GQ� GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179'FAX(907) 33&3246' WEBSITE: Wvnv.g-sengineenng.com PREPARED FOR: 7907-302-0628 HONE NUMBER: PAGE NUMBER: VANCE WHITT 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: BRUIN PARK #1; BLOCK 2, LOT 9A D.J.G. TYPE OF WORK: DATE: SEPTIC SYSTEM RECORD DRAWING 1/19/2024 N ill =40' G'' % 4 .............. ..... ; / % ♦ � rey G mess Aw i 00, E-7953Ar LICENSE 44 FES"�����• #AECC884 / PERMIT NUMBER: PARCEL ID NUMBER: OSP221491 RECORD DRAWING 016-102-29 TOP OF PUMP VAULT = PIPE INVERT AT INLET = 95.67 BOTTOM OF PUMP VAULT = 90.£ { � 5 FEET 2.5 FEET RELATIVE ELEVATION AT BOTTOM OF T.H. = 88.50 (T.H. DRY ON 5/31/2023) IELD THERE ARE TWO PITLESS ADAPTERS FOR THE PUMP TO CONNECT TO. ONE TO THE 2018 FIELD AND ONE TO THE NEW 2023 FIELD GRADE = 101.39-102.24 �4" INSULATION PER CONTRACTOR r- FILTER FABRIC 2' OF MOA FILTER FEET a i " 5 FEET -EXISTING GRADE AT HIGHEST POINT = 102.50 TOP OF SAND = 96.50 INVERT OF DISTRIBUTION LINE = 97.02 BOTTOM OF EXCAVATION 2.5 FEET = 94.50 NS S E N (_JN IRIN OJT Ltd ENGINEERING SALES CONSULTING 3701 ETUDOR ROAD, SUITE 101 'ANCHORAGE, AK99507'PHONE (907)337.6179 - FAX (907(7]8-3246" BSITE: vnrx.gun Seng nee�ing cam PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VANCE WHITT 907-302-0628 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: BRUIN PARK #1; BLOCK 2, LOT 9A D.J.G. TYPE OF WORK: DATE: ,,_ DRAINFIELD & PUMP VAULT PROFILE 7/20/2023 (a3ionWSNOONn) OVON 83aV38 Lp 01 J! 0, 0 E gr a a 0 t 0 0 EQ 6f= 70 0 =c 0 to C 0.2 t; r 0 0 0, 0 ix, fa co _1 0 we "a ix 2 a 0 7E c 0 0 a 02cc A z > CLe = r_ 2 .20 n 0 5 2 of-- Ix 0 o c ti :'i E 0 -i 0 a v a. 10. 2 00.20 0 m f tllzxe Ex c r_ 0 *- 0.- a C M ®a C 0 I=Z.0 0 E.2 ri � =OM 0, a 0 cl a -0 Q, 1 .2 ix 0 V a 3 00. -00 a 000;c 0 0 00 C, *he M W.2 or 0 L. 0 c 013 'C< v A o 0= a c x Va. 0 ozEc t 3p a CLU 0 ""ooix gas 4- %. As cc om U. e , 0 c CL 0 0 Ma '03 o ID c E yo7E o a "or- 0 0 CL tw Ix a E 0' 0 a�to o >0 0 n Mc 2' 0, o "a =°a 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221491 Work Type: Septic Upgrade Tax Code Number: 01610229000 Site Legal Address: BRUIN PARK#1 BLK 2 LT 9A G:2633 Site Mailing Address: 11120 FOREST DR, Anchorage Owner: WHITT VANCE & JENNY Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: � L. �F, �,L �.`• nom. v r. Departmcnt Lot Size in Sq Ft: Total Bedrooms: 1/5/2023 1/5/2024 31934 Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Received By: ``1 Date: Issued By: <= ( Date: 1 2� Z 3 4 MUMMP UTY OF ANCHORAU GE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section -- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 016-102-29 Property owner(s) VANCE & JENNY WHITT Mailing address 11120 FOREST DRIVE 'ANCHORAGE, AK Site address 11120 FOREST DRIVE "ANCHORAGE, AK Day phone 907-302-0628 Legal description (Sub'd., Block & Lot) BRUIN PARK #1; BLOCK 2, LOT 9A 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 0 Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank ElUpgrade FXDuplex (D) ElHolding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: DRAINFIELD TO LOT LINE Distance: t FOOT 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: J��J // Waiver Fees: 9- " Date of Payment: /�/2,3/2� Date of Payment: ®!��3� Receipt Number: ®0 6 7 ? (y Receipt Number: ,(3 e)O 796 Permit No. as 09/ Waiver No. 6 V�t �a/a F/ GADevelopment Services\Building Safety\On Site Water and Wastewater\FormsUient FormsTermit Application.doc \' Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221081 COSA#: Permit#:OSP221491 PID#: 016-102-29 Legal Description: Bruin Park #1 Block 2 Lot 9A Engineer: Garness Engineering Group Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the proposed absorption field. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. .................. a E M N N N 0 0 0 W K N ................. ■ ............ 0 x N n M N ........... ■ 1 Waiver is Granted: X Waiver is not Granted: A Date: � Approved by: Name of Reviewer ................... 0 N N N 0 0 ...................... ■ ............................. ■ 1 **** VARIANCE/WAIVER REVIEW **** q 1 q 9ENGINEERING \qq lq GROUP, Ltd AeroCeIr N.w ENG IN EER ING,SALES -CONSULTING A la,A4,uW','�:'2e.�.-�,� December 5, 2022 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Bruin Park #1; Block 2, Lot 9A To whom it may concern: The existing 4 -bedroom house is served by a private well and septic system. The drainfield is in a state of failure and must be upgraded. We are proposing to utilize the existing Advantex system, with a new pump vault and a new bed type drainfield. Two testhole were excavated on the lot and the drainfield is designed around GEG T.H42. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2022 testholes by Garness Engineering Group, Ltd. which show soil classifications, percolation tests, and groundwater monitoring. As can be seen on the attached drawing, the proposed drainfield is largely outside of the 30' radius of GEG T.H42. It should be noted that only a 10'x10' section of drainfield is required and we are oversizing the drainfield. The extra drainfield does not pose a health or safety risk and should be allowed to be installed outside of the 30 -foot radius. Attached is the soil log for the lot to the north (Bruin Park; Block 2, Lot 8). Per the soil log, groundwater was at 11' below grade in June (seasonal high of 10') and the percolation rate was 1.2 min/inch. In short, the soils appear to be even "better" to the north. Additionally, Testhole #4 by Cindy Ellis, PE shows the SM layer from 2 to 4 feet (5-16 feet in GEG T.H.#2). It appears that that SM layer increases in depth further to the north and east (based upon GEG testholes, Cindy Ellis, PE testholes, and the testhole for Lot 8). The intent is to move the drainfield as far north and east as possible, to increasing the likelihood that the proposed drainfield will be installed in the better SM material. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are surface waters to the northwest. The proposed drainfield will be 50'+ from surface waters. 4. TOPOGRAPHY: There are no topography concerns. 5. WATER/SEWER LINE: The existing shop is served by water and sewer. The water service line for the shop runs from the house to the shop (see 40 scale drawing). The water line was professionally located during the last drainfield upgrade. At that time, it was determined that the water and sewer service lines for the shop cross. The location of the proposed bed will require that the pressure line from the pump vault to the bed cross the water line serving the shop. Per a letter by GEG to the MOA in 2018, the water line was located and believed to be about 30 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 inches below grade. We are proposing the new sewer pressure line be installed a minimum of 12 inches below the existing water service line. Per 2009 Uniform Plumbing Code paragraph 720.0, a private water service line is to be a minimum of 1 vertical feet above sewer service lines. In short, we are proposing to meet vertical separation distance requirements set forth by the UPC for water and sewer service lines. 6. DRAINFIELD TO LOT LINE: The proposed drainfield is 1' from the north lot line. This will allow the cleanouts on the proposed drainfield to be outside of the driveway. The proposed drainfield will not encroach upon the neighbor's septic and/or encroach on the adjacent 50' well radius. There is minimal risk in granting this waiver. 7. DRAINFIELD UNDER DRIVEWAY: The proposed drainfield is under a parking/driveway area. Attached is the "Technical Bulletin — Depth of Burial for PVC pipe" from JM Eagle which shows the maximum deflection for schedule 40 pressure pipe and D3034 gravity sewer pipe. As can be seen on the literature (with GEG notes and highlights), the gravity sewer line and pressure line meet the specifications for its intended use. Additionally, the drainfield will be insulated 4" thick over the entire field and have a minimum soil cover of three feet to provide a total equivalent soil cover of seven (7) feet. 8. BED WIDTH: The proposed bed width is 20 feet, which exceed, the maximum bed width per MOA onsite code. We request that your department allow for the proposed bed to be constructed at a width of 20 feet. Extra care will be taken to prevent the equipment from "walking" on the bottom of the bed during construction. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. )F 03111315 JeA. Gayness CE=Mi— FQ "ROFESS04'; ®t®O® — 7 �-- C(- 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 On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221491, Curtis Townsend, 01/05/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221491, Curtis Townsend, 01/05/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221491, Curtis Townsend, 01/05/23 David Garness From: Vance Whitt <vancewhitt@gmail.com> Sent: Thursday, January 5, 2023 9:34 AM To: David Garness Subject: Re: Bruin Park #1; Block 2, Lot 9A There are no bedrooms in the shop. Vance Whitt On Tue, Jan 3, 2023 at 9:35 AM David Garness <David@garnessengineering.com> wrote: Vance, The moa is asking what type of fixtures are in the "shop". My understanding is that they are asking for confirmation that the there are not additional bedrooms (other than the main residence/house). Would you please respond to this email and confirm that there are no additional bedrooms in the shop. Thank you Sincerely, David Garness, P.E., M.S. Civil Engineer Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Mobile: (907) 632-4528 Website: www.garnessengineering.com 1 o O Ln �-o o Lw Ln <H N LL H Q crv w w a Z O H v NQ Q NW Q Q W CC Z J O_LL O J LI) WLL uj a a O a � O O 5 O L ^ C, m cr Ln e -i Cn N L. F K Q u u m w CL Z O U N w Z O w _O Q QZ JJ F- O O w O LLU L j N N p p -ja - CZ J O 2i In order to determine the suitability of a particular burial depth, a system designer estimates the pipe deflection through the use of an empirical equation called the "Modi- fied Iowa Equation", A simplified, conservative version of the equation is presented below: MODIFIED IOWA EQUATION % DEFLECTION = Where: 0.1 (W' + P) 100 0.149 (PS) + 0.061 E' % DEFLECTION = predicted percentage of diametric deflection. W' = Live Load (lbs/in2): pressure transmitted to the pipe from traffic on the ground surface. Live Load values are found in Table 2. P = Prism Load (lbs/in2): pressure acting on the pipe from the weight of the soil column above the pipe (also called "Dead Load"). Prism Load values are found in Table 3. PS = Pipe Stiffness (Ibs/in2): a flexible pipe's resistance to deflection in an unburied state. Pipe Stiffness values for JM Eagle products are found in Table 4. E' = Modulus of Soil Reaction (Ibs/in2): stiffness of the embedment soil. Values for Modulus of Soil Reaction are F 3 G n 0 t� 1 " 4" found in Table 5. Table 2 2 5 , 3.47 6 "J 4.17 sp, g y 4.86 8 5,56 s,tiN .,�..,.... 6.25 10 6.94 12.50 9.03 9.55 2 5.56 26,39 13.14 11.28 3 17 23.61 12,28 j 4 2.78 18,40 11.27 14.76 5 1.74 16.67 - 10.49 3 6 " 1.39 15,63 8.79 G 7 1.22 12.15 7.85 19.97 8 0.69 11.11 6,93 2110' 22.57 7.64 6.09 c�372""' 24.38 5,56 4.76 r 33,40 = 4.17 3.06 29.03 .� :16"� 3,47 2,29 9 "1 f1 2.78 1.91 '1 0 2.08 1.53 30.56 ^ 1.31 1.14 i 41 ": 28,47 1,74 1,05 35.59; 37.01 4 29.1732108 35.83 36,46 37_92 43 29.86 32.85 36,67 37.33 38.82 30.56 .3UT 001i_,..,.. 38.19 ;- 39,72 Simulates 20 ton truck traffic + impact. 64.38 38.33 3.06. Simulates 80,000 Ib/ft railway load + impact. } 31.94 65.14 " 180,000 lbs. dual tandem gear assembly; 26 -inch spading between tires and 66 -inch center -to - 3.9 center spacing between tort and aft tires under a rigid pavement 12 inches thick - impact. 32,64 Negligible live load influence. 40.00 = 40l''' F 3 G n 0 t� 1 " 4" 2.78 5 , 3.47 6 "J 4.17 5.21 4.86 8 5,56 9 6.25 10 6.94 "#3 22 27 7,64 8.33 9.03 9.72 10.42 11.11 11.81 12.50 13.19 13.89 14.58 15.28 15.97 16.67 17.36 18.06 18.75 19.44 3,06 3,82 4,58 5.35 6.11 6.88 7,64 8,40 9.17 9.93 10.69 11,46 12,22 12.99 13,75 ' 14.51 15,28 16.04 16.81 17,57 18.33 1910 19,86 20.63 21,39 3.33 4.17 5.00 5.83 6.67 7.50 8.33 9,17 10.00 10.83 11.67 12.50 13.33 14.17 15.00 15.83 16.67 17.50 18.33 19.17 20.00 20.83 21.67 22.50 23.33 4uv 4.11 3.47 3.61 4,34 4.51 5.21 5:42 6,08 6.32 6.94 7,22 ` T81 8.13 8.68 9.03 9.55 9.93 10,42 10.83 11.28 11.74 12.15 12.64 13.02 13.54 13.89 14.44 14.76 15.35 15.63` 16.25 16.491 17.15 17.36 18.06 18.23 18.96 19,10 19.86 19.97 20.76 20.83' 21.67 2110' 22.57 2257 23.47 23,44 24.38 24.31 ' 25.28 29 20.14 22,15 - 24.17 25.17 26.18 30 20.83 22.92 25.00 26.04 27.08 31 21.53 23.68 25.83 26.91 27.99 32 22.22 24.44 26.67 27,781 28.89 33 22.92 25,21 27.50 28.65 29.79 34 `" 23.61 25.97 28.33 29.51 30.69 35 24.31 26.74 29.17 30.38 31.60 ' 36 25.00 27.50 30.00 31.25 32.50 7 25.69 28,26 31.67 32,12 33,40 = 26.39 29.03 32.50 32.99 34.31 9 27.08 29,79 33.33 33,85 35,21 40 27.78 30.56 34.17 34.72 36.11 41 ": 28,47 31-32 35.00 35.59; 37.01 4 29.1732108 35.83 36,46 37_92 43 29.86 32.85 36,67 37.33 38.82 30.56 .3UT 37.50 38.19 ;- 39,72 31.25 64.38 38.33 3.06. 40,63 } 31.94 65.14 " 39.17 3.9 41.53 32,64 8:}° 40.00 = 40l''' 42:43 33.33 39;67 41,67 4167 43,33 ,50>ktY� 34,03 3 43"' 42,53 42'x3 ": 44.24 . a.4 Mg :;.,.34,72 .38.1-:;. 43.40 X3.40 : ; 45.14 . Page 2 of 4 Class }I Coarse-grained Soils with Little or No Fines GW, GP, SW, SPC contains less than 12% fines Accuracy in Terms of Percentage Deflection t2 t2 t1 t0.5 'ASTM Designation D 248;, USBR Designation E-3 ILL - Liquid limit Or any borderline soil beginning vAth one of these symbols (i.e. GM -GC. CC -SU t,CO For « 17b accuracy and predicted deflection of 3%, actual deflection would be between 25J and 4%_ Note: Values applicable only for fill, less than 50fi (15m). Table does not include any safety tactor. For use in predicting initial d,rle'tions only: appropriate Deflection La<} Factor must be, applied for long- term deflections. If bedding falls on the borderline between two compaction categories, select levier E' value or average the two values. Percentage Proctor based on laboratory maximurn dry density from test standards using about 12,500 fl-Ib/cu It (098,000 J4n') ;ASTM D 698, AASHTO T-99, USBR Designation E-11). 1 psi - U 9kN'm`. Source: "Soil Reaction for Buried Flexible Pipe" by Amster K. Howard, U.S. Bureau of Reclamation, Deriver Colorado. Reprinted with permission from American Society of CPrI Engineers Journal of Geo- technical Engineering Division, January 1977, pp. 33-413. A pipe system designer uses this equation to predict one foot. This recommendation assumes proper specifi- PVC pipe deflection given type of PVC pipe, burial cation of embedment materials and compaction, and depth, soil density, type of traffic, type of embedments proper installation. oil, and compaction density of embedment soil. The designer then compares the predicted deflection to Exam2: Deep Burial there commended maximum deflection in Table 1 to I check if the burial depth is appropriate. A pipe system designer is interested in using ASTM Exampio 1: Shallow Burial A pipe system designer is interested in using ASTM D3034 SDR 35 PVC sewer pipe in a shallow -burial installation with the following characteristics: -1 foot burial depth: - 120 pounds per cubic foot soil density - H2O highway traffic - sand embedment material - 90% Proctor density embedment soil compaction % DEFLECTION = % DEFLECTION = 0.1 (P+W1) 100 0.149 (PS) + 0.061 E1 0.1 (0.83 + 12.5) 100 0.149 (46) + 0.061(2,000) % DEFLECTION = 1.0±1% The maximum predicted deflection is 2.0%, well below the maximum recommended for PVC sewer pipe in Table 1 of 71/2%. D3034 SDR 35 PVC sewer pipe in a deep -burial instal- lation with the following characteristics: - 45 foot burial depth - 120 pounds per cubic foot soil density - H2O highway traffic (Note: Live loads are negligible for deep burials) - sand embedment material - 90% Proctor density embedment soil compaction % DEFLECTION = 0.1 (P+W') 100 0.149 (PS) + 0.061 E' % DEFLECTION = 0.1 (37.5 + 0) 100 0.149 (46) + 0.061(2,000) % DEFLECTION = 1.0 ±1 % The maximum predicted deflection is 3.9%, well below the maximum recommended for PVC sewer pipe in Table 1 of 71/2%. For more information, see the following JM Eagle Technical Bulletins: Minimum Burial Depth: The minimum recommend- - PVC Pipe Trench Construction ed burial depth for PVC pipes beneath a highway is - Deflection Testing of PVC Sewer Pipe - PVC Sewer and Drain Pipe Burial Depth Charts - PVC Water Pipe Burial Depth Charts Page 3 of 4 SCM 'All' have a minimum pipe stiffness of 46 psLSD has a minimum pipe stiffness of 115 psi.j 20 35 , 60 100 120 3,136 2,547 1,397 1,008 596 21/2 784 3 509 4 307 6 154 8 104 10 78 12 64 ME - IN y. ��` 3;��«t;# `,:��.; .�';~✓.�''P�.''�"TM.-Y`.'"-x,.:„a�:-s.S��: .4`'�"� �3�?.v._. r?`., �a. 6., �� ;,.�'e� _ �,.i". ,,.,.: ` ..3�;,..,"�,,4��' Ih 17,066 3/ 9,078 1 6,995 1 Ill 3,930 1 1/2 2,911 2 1,846 2 Y2 2,141 3 1,473 4 949 607 417 Page 4 of 4 Municipality of Anchorage CUBMITTAJ Community Development Department JUL 2 p 2018 Pag 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 Permit Number: OSP181142 PID Number: 016-102-29 ❑ New JN Upgrade Name: GEORGE HALEY ABSORPTION FIELD Address: 0 Deep Trench 0 Shallow Trench 0 Bed 0 Mound 11120 FOREST DRIVE*ANCHORAGE,AK 99516 0 Other Soil Rating: Total Depth from original grade: Phone: No.of Bedrooms: (907) 229-4196 4 **6.0 GPOISq.Ft SEE DWG. F,. Depth to pipe invert from original grade: Gravel depth beneath pipe: LEGAL DESCRIPTION SEE DWG. Ft. 0.52 Ft. Subdivision: Block: LOt: Fill added above original grade: Gravel length: BRUIN PARK#1 2 9A SEE DWG. Ft 25 F,. 1 ownshlp: Range: aectton: _ Gravel width: Beds Number of lines: Distance between lines: 5 _ _ - Ft. SEPARATIONDISTANCESTotal absorption area: Number of trenches: Dist.between trenches To Septic Absorption Lift Holding Public/Private1 - From Tank Field Station Tank Sewer Lines 125 SQ.Ft Ft. Well *50'+ - � 25'+ TANK 0 Septic 0 S.T.E.P. ❑Holding 0 Other Manufacturer Capacity. Surface Water t,? *50'+ �� - Gal. C� � Material: Number of compartments:Line T 10'+ N/A Foundation 10'+ LIFT STATION Curtain Drain Manufacturer: C - NONE KNOWN Gal. Remarks: *CAT III ADVANTEX WASTEWATER TREATMENT SYSTEM -Pump on"level at "Pump or level al: (High water alarm at **PER CINDY ELLIS P.E.PERK TEST IN MOA RECORDS Pump Make&Model Electrical Inspections performed by: PIPE MATERIAL House to tank EXISTING Tank to EXISTING drainfield Installer A+ HOME SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 97.43 Ft. Inspection Location and Description: Dates: 1st 7/9/2018 2nd 7/9/2018 3rd 7/9/2018 4th TOP OF LIFT STATION MANHOLE ENGINEER'S S Community Development Department Approval aoOFoo��\0� 000,<C ........ •• ..*•.'f'10/1 s4p0 Conditional approval: Date: • ..� p .. 4• T vi` .77 Op 4 a....... ... ... la, ..... . :. .( i.t.,-- ,,,, ,,, ,, O of r; •. Gar -ss: I • 004 fly {� ��Avo Approved: 7CgutAAS Date: '30/1 a LICENSPIAV'ofession.. 7 #AECC884 �DOOo Inspection Report_1-1-12.doc c PERMIT NUMBER: PARCEL ID NUMBER: OSP181142 RECORD DRAWING 016-102-29 I/ A B C / I I MT1 37.2 48.3 89.4 I MT2 10.9 38.9 103.7 CO1 35.5 49.1 92.2 p\J I CO2 112.0 36.0 100.5 \ ,> BRUIN PARK;BLOCK 2,LOT 8 \ 1C0� / \ / \ / \ / NEW DRAINFIELD \ // \ / \ / \ APPROXIMATE LOCATION OF WATER SERVICE LINE PROFESSIONALLY LOCATED BY WILCO CONTRACTORS(SEE BOTTOM OF DRAINFIELD ATTACHED EMAIL AND ENGINEERING LETTER REGARDING EXCAVATION INSPECTED BY MOAWATER AND SEWER LINE INTERSECTION ONSITE EMPLOYEE TIM ECKLUND �'O EXISTING r (:(1. SHOP APS ) 02 I C• MT1 7 APPROXIMATE LOCATION OF SEWER SERVICE LINE Q / PROFESSIONALLY LOCATED BY ONE STOP SERVICES 7 // • \ U // D APPROXIMATE LOCATION OF EXISTING / / / / \ !///+��� SEWER LINE PER MOA RECORDS /7 ///� I— �, / /�/ •.''1 •.••i, / i C/) I j DRIVEWAY •.. / /�/ :. Z / ',�i �I EXISTING .. ....�.:f� . : i' j HOUSE r.. �:.../ ' O i / • U ASSUMED LOCATION OF SEWER SERVICE LINE r:`-' '_ '. Z PER MOA RECORDS AND FCO LOCATION / C' / +• �,_• / D I I / i ,.. Q I solus / , / o I 100'WELL I LL I I / /P��4' I Q \\ j 1 I w \ CC CEPTIC \ \ \ AFT.A.3 \ / \ / \ \ ' \ \ S 'LE: \ \ \i — 1 \ \ \ 1..=40' ..',M ! I, ' .4•.1 GARNESS ENGINEERING GROUP, Ltd a - • " ':* OA - _ - ENGINEERING,SALES•CONSULTING 0 0 3701 E.TUDOR ROAD.SUITE 101.ANCHORAGE.AK 99507•PHONE(907)3378179'FAX(9071338-3246'WEBSITE:vww.gamescengmaering.com •••• a a a )e • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •0�1: -' ' A.Game - ':' • GEORGE HALEY 907-229-4196 2 OF 3 •• J C• 95 Q LEGAL DESCRIPTION: DRAWN BY: 0��(a• (l ir BRUIN PARK#1; BLOCK 2, LOT 9A D.J.G. .•♦♦•D a.1' f 1 f j i.I.� .• • TYPE OF WORK: DATE: LICENSE•11 ""+ESS`".44' SEPTIC SYSTEM UPGRADE RECORD DRAWINGS 7/17/2018 #AECC884 lasas�o 'rPERMIT NUMBER: PARCEL ID NUMBER: OSP181142 RECORD DRAWING 016-102-29 ORIGINAL GRADE=89.28-90.14 PER 2003 INSPECTION REPORT BY CINDY ELLIS, P.E. BOTTOM OF TRENCH INSPECTION BY MOA ONSITE EMPLOYEE TIM ECKLUND ON 7/9/2018 ASSUMED 2'+TO GROUNDWATER PER MOA RECORDS AND DRAINFIELD BEING REBUILT TO SAME ELEVATION OF EXISTING DRAINFIELD; ORIGINAL GRADE ELEVATION IS UNKOWN. FINAL GRADE=93.5-93.8 B co FILTER FABRIC INVERT OF PIPE=89.11 0.52, ���5�i����ii;i!!;;ii!ii, -4.4--..'40,:-iYYi •:,yr '.,-,i-tr.. •may•,•,.1„w ;• t i }:•_,",.-1- TOP OF SAND=88.59 I-5'---fiN_ BOTTOM OF EXCAVATION=85.47-88.05 ����%%*' 1 11 1 �C 4 • GARNESS ENGINEERING GROUP Ltd 4 �:'� • .0 - . .. - •• .--- ENGINEERING SAL FS CONSULTING • ` i 3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)3375179•FAX(907)3383246•WEBSITE.WWW 9messenpreenng corn • •• 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �•�. y A. 'awAs .• .1■ GEORGE HALEY 907-229-4196 3 OF 3 • 0 '• E-795 2 ♦• 1., ••, q LEGAL DESCRIPTION: DRAWN BY: �. "]1 y.r13'! � BRUIN PARK#1; BLOCK 2, LOT 9A D.J.G. ,•t)....4. •• ]i PROFE ( P�V.� TYPE OF WORK: DATE: LICENSE,-4. ``*.4- SEPTIC TANK PROFILE 7/27/2018 #AECC884 I t- ._ Quanics GARNESS ENGINEERING GROUP, Ltd Advanced Treatment System . ENGINEERING SALES CONSULTING Dealer July 17, 2018 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Water and Sewer service line intersection To whom it may concern: As can be seen on the attached record drawings the water line crosses over the sewer line for the shop. The sewer line from the shop to the tank was professionally located by One Stop Services and the water line was professionally located by Wilco Excavation (both contractors were hired by the property owner). As can be seen on the attached email from Wilco Excavation, the existing water service line is approximately 30" below grade at the intersection and is insulated and heat traced. Garness Engineering employee Erik Widger was onsite on 7/16/2018 and shot elevations relative to the existing manhole. It was noted that the shop sewer line invert elevation was approximately 36" below grade (relative elevation of 93.18). Grade was shot at the intersection of the water/sewer service line was found to be 97.34. As noted by Wilco Excavation, the water line was 30" below grade, which equates to a relative elevation of 94.84. It should also be noted that the sewer line is assumed to have fall from the shop to the tank. In short, the water line appears to be 1 vertical foot above the sewer service line. In addition, the water line is insulated (per Wilco Excavation and the property owner). Per 2009 UPC Paragraph 720.0 (attached), a private water service line is to be a minimum of 1 vertical foot above sewer service lines. We feel as though there is minimal risk in granting this waiver and the water service line should be allowed to remain in place. If you have any -stions, please contact us at 337-6179. Thank you for your assistance. Sincerel , .- -y A . ar - .E., M.S. Pre!id:,nt 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179"Fax: (907)338-3246*Website: www.garnessengineering.com David Garness From: Ryan Wilkinson <ryanwilco.excavate@gmail.com> Sent: Tuesday,July 17, 2018 6:00 PM To: David Garness Subject: Water line locate 11120 Forest To whom it may concern I Ryan Wilkinson was hired to locate the waterline at 11120 Forest Dr.The depth of the waterline at the sewer crossing was 30" and varied between 30"and 36" between the house and shop. Sent from my iPhone 1 • / •/ N //,' _... 10' TELECOM & ELECTRIC EASEMENT II I I I LOT 8 I I ° ,moo 0 s • a :� I s5' Oo o s�� c I ry y AF O WO `i6' Cr SHOP N 9,l. Z I 0 8 � o aZ o ..o w2 I •(� Z • CONC. PAD I _ ISEPTIC PIPES \ di I LOTx)2.5�T 31,9349A �'.• ?�� • SHED \ / I s.f. / ` / • �'°�`� / \ I I / •�yry O�G� �G�' by / / 1.3' CANT ,^�} �� •• •..a , . 1.5' x 25.0' CANT / MANHOLE <4c;,‘? /TREATMENT POD -.1. AO .4*•: C.NC '' / \ 30.00' O • O /"... . . c • • / / �`� '� > iii, .... \ ey / I 2.0' x 16.2' : G��� II �S� ryA CANT /..... / Iix WELL / h� `Ski• �ti` 2.0' x 20.9' CANT \h\ /XO5OvS/1.sP O� � t- Vc36- O� �� \� / � / `p • -SC.-6\ oO LOT 1OA \ 10° / e__''\ / , OQL N ``e' 10' TELECOM ELECTRIC EASEMENT \ \ // / / / NOTE: SHED ENCROACHES ONTO ADJACENT LOT TO THE NORTH T PLAN AS BUILT X SCALE _j. - 30' GRID SW 2633 Pro11500 Daryl q Avenue, Anchorage,ct o Alaska 18-339 95 95-3049 ng & Associates ofessional Land Surveyors • (907) 522-4425 Fax y (907) 522-4625 Fax .0000OpO Olangsurvey.com . O F �'1 /004 Eby certify that I have surveyed the following described jonathanOlangsurvey.com '<c!.• ....:16. ... 9s�t) 37 v IT 9A, BLOCK 2, BRUIN PARK SUBDIVISION ADDN. #1 (PLAT p� Q 4,•- O rage Recording District, Alaska, ( LAT No. 96-79) 0A the roe and that the Improvements situated thereon are OCij. 49TH i\ O property rty lines and do not encroach onto the props provements on the """" ••• •• •.........� property lying adjacent thereto encroach aonathet suhrveyed that D �.. D ,es and that there are no roadways, transmission lines or other visible ents on said Q property except as indicated hereon. 0 KENNETH.C. ' ••Q the � f( G this 000;)1 -j 6��'`�8 oQ� Day of ____,L“.,....4________, ), '. . 1•''' , at Anchorage, O �P� .S-52O .•' �J:OO is responsibility of the owner to determine the existence of anyg Alaska A nts, or restrictions which do not �440�0 sstoNAL�ao� appear on the recorded subdivisions plat. ts, CC9663 AECC963 David Garness From: Sonja Blewett Sent: Thursday, July 19, 2018 4:34 PM To: David Garness Subject: Fw: Application for Bruin Park #1 B2 L9A Attachments: doc03783220180626101510.pdf;ATT00001.htm From: Sonja Blewett Sent:Tuesday,June 26, 2018 2:24 PM To: David Garness;Jeff Garness Subject: Fwd: Application for Bruin Park#1 B2 L9A Sent from my iPhone Begin forwarded message: From: Right of Way Requests <MOAROWRequests@muni.org> Date: June 26, 2018 at 2:17:13 PM AKDT To: 'Sonja Blewett' <Sonja@garnessengineering.com> Cc: Right of Way Requests <MOAROWRequests@muni.org> Subject: FW: Application for Bruin Park #1 B2 L9A Good afternoon, The type of easement this well encroaches into is actually a 10' Telecom & Electric Easement, not a Utility Easement. The MOA Right of Way Section does not have permitting authority over Telecom & Electric Easements, so there is no MOA Right of Way permit required for this encroachment. However, you do need to contact the telecommunication, electric and cable utility companies that service this address regarding the well encroaching into the 10' Telecom & Electric Easement. If you have any questions, please don't hesitate to contact me. Sincerely, Martha Robinson Plan Reviewer ROW Section - MOA 4700 Elmore Road • 907-343-8240 main robinsonme@muni.org To file a code complaint please visit www.muni.org, select #ANCWORKS! and follow the prompts. Original Message From: Sonja Blewett [mailto:Sonja@garnessengineering.com] Sent: Tuesday, June 26, 2018 10:23 AM To: Right of Way Requests <MOAROWRequests@muni.org> Subject: Application for Bruin Park #1 B2 L9A Hello, attached is application for well encroaching in utility easement for property at Bruin park #1 B2 L9A. Thank you! Sonja Blewett 337-6179 From: Scan Sent: Tuesday, June 26, 2018 10:15 AM To: Sonja Blewett Subject: Garness Scans DO NOT REPLY TO ADDRESS 2 June 27,2018 George&Nancy Haley 11120 Forest Dnve Anchorage,AK 99516 Alaska Communications has no objections to the well encroaching into the utility easement located along the southern boundary of Lot 9A of the Bruin Park#1 Subdivision, otherwise known 11120 Forest Drive,Anchorage, Alaska. as depicted on the drawing submitted by Garness Engineering Group,Ltd. Alaska Communications currently is utilizing this easement and has no objection to the encroachment. Alaska Communications hereby issues this letter with stipulations to allow the encroachments of the above mentioned into the easement. Acceptance,(your signature below),and use of this letter of non-objection by yourself,your heirs,your assigns,or your successors,will constitute agreement to the following stipulations: 1 Alaska Communications will be held harmless,now and forever,for any damages or injury to any person or property as a result of this encroachment. 2. Any Alaska Communications facility damaged or destroyed as a result of this encroachment will be repaired at no r''•St to Alaska Communications. 3. Any costs incurred by Alaska Communications for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained 5. This letter of non-objection will in no way preclude Alaska Communications from full use and enjoyment of its rights within any portion of this easement 6. Alaska Communications is under no obligation to restore any structure damaged as a result of Alaska Communications full use and enjoyment of its rights within any portion of easements or right-of-ways. Please sign both copies,retain one copy for your use and return the other to Alaska Communications. &ncerely i -- I ' Lary(.$}th,Pii?iw��gineering Foreman Alaska Communications Outside Plant Engineering,MS#14 600 Telephone Ave. Anchorage,AK 99503 •CCEPTA . UR . DATE: e ei G>. SW .".4" i A 2018-025323-0 A Recording Dist: 301 - Anchorage s 7/10/2018 08:02 AM Pages: 1 of 4 A 11III1111111111111111111111111111111111111111 I I IIIIIIIII 1203-20A Grid 2633 EN18013 016-102-29-000 ENCROACHMENT PERMIT This permit is between Chugach Electric Association,Inc.,an Alaska non-profit electric cooperative, (herein"Chugach"),whose address is P.0.Box 196300,Anchorage,Alaska 99519 and George D. and Nancy J.Haley(herein"Permittee"),whose address is 11120 Forest Drive,Anchorage,Alaska 99515. 1. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities,as follows: Described in that certain written instrument recorded on the 21 th day of March 1952, at Volume 69,Page 304,on file in the office of the District Recorder,Anchorage Recording District,Seward Meridian, Alaska, Described in that certain written instrument recorded on the 16th day of July 1952, at Volume 75,Page 191,on file in the office of the District Recorder,Anchorage Recording District,Seward Meridian,Alaska, Dedicated by the plat of the subdivision known as Bruin Park First Addition Subdivision, according to Plat Number 96-79, filed on the 16th day of September 1996, on file in the office of the District Recorder, Anchorage Recording District, Third Judicial District, Seward Meridian,Alaska, (herein"Easement")which pertains to the following described real property: The Southeasterly Ten Feet(SE 10')of Lot Nine A(9A),Block Two(2),Bruin Park First Addition Subdivision,according to Plat 96-79,filed on the 16th day of September 1996,on file in the office of the District Recorder, Anchorage Recording District,Third Judicial District,Seward Meridian,Alaska. Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Encroachment Permit-Page 1 of 4 eRecorded Document Lot Nine A(9A),Block Two(2),Bruin Park First Addition Subdivision,according to Nat Number 96-79,filed on the 16th day of September 1996,on file in the office of the District Recorder,Anchorage Recording District,Third Judicial District,Seward Meridian,Alaska, (herein"Parcel"). 2. Encroachment.Permittee has constructed or purchased the following improvements on or within the real property subject to said Easement: A well that encroaches approximately Two Feet(2')into the northwesterly side of said Easement for a distance of approximately One Foot(1'), (herein"Encroachment"). 3. Permit. Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its existing location subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury,property damage or other loss arising in any way from the continuation of the Encroachment. 5. No Expansion or Increase: Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto,even if in violation of this permit,has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes of the common law doctrine of adverse possession. This permit creates no interest in the real i roperty subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty(30)days of written demand for same,Chugach may terminate this permit in accordance with paragraph 9,below. 8. Covenants Running with the Land. The obligations of the Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interest in the land subject to the Easement and shall benefit the Easement. Encroachment Permit - Page 2 of 4 111111111 111111111111111111 2 of 4 2018-025323-0 eRecorded Document 9. Termination. Chugach may terminate this permit after the giving of thirty(30)days written notice of such termination if: a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. b. The Encroachment is damaged by any means to an extent of more than thirty percent (30%)of its replacement cost at the time of destruction. c. Permittee fails to make the payment described in paragraph 7, above. 10. Term. This p .:nit shall,if not sooner terminated by Chugach,expire forty(40)years from the date hereof. 11. Entire Agreement. This written permit constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements,oral or written,between the parties. No modifications,amendments,deletions,additions or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION,INC. PERMITTEE — /1110 By: • �" Shelly Schmit., nior Manager `: ,eo _e D. aley r Distribution Engineering Date: 7 1 o�Q t8 Date: By: ,✓ , r►,c(''�' fit 2� e,c\' Nancy Jamal Date: 0/1r Encroachment Permit - Page 3 of 4 III 1111111111�IllI II I I III 3 of 4 2018-025323-0 eRecorded Document SPATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 61.-day of ,14 I y 2017,by George D. Haley and Nancy J. Haley Y,t` '' "Official seal" w v l y'j—�� i` ;t:.. t Notary Public �;;;'y Tabitha Uarlinq Notary Public in and for the State of Alaska ?' ' State Of Alaska r•".,i: ",n4oto�ooRE.rire_o�p�:o:uw My commission expires: 0.6/0l/n2t,i),.6 STATE OF ALASKA ) )ss: THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this cid day of 2017,by —/ie-' Jc,- _ , i- 'enior Manager,Distribution Engineeringof Chugach Electric Association,Inc., an Alaska corporation, on behalf of the corporation. 111111Ih111Mt ,> ✓7 may`3.•• '�.9�� / �cC�`E�- ✓r�(,�.�i —..- 47: /* . Sof�� i c Notlar�!..Itublic In and for the State of Alaska t P t �, My commission expires: O/-v/-ZU?Z. 45* 0Sh4r1J1p 1111V.P��\\� AFTER RECORDING RETURN TO: Chugach Electric Association,Inc. P.O. Box 196300 Anchorage,Alaska 99519-6300 Attn: Land Services Department Encroachment Permit- Page 4 of 4 111111011111111111 II I III 4 of 4 eRecorded Document 2018-025323-0 ENS ARENSTAR Natural Gas Company 111.1111111111111A DIVISION OF SEMCO ENERGY Engineering Department,Right of Way Section Natural Gas Company 401 E.International Airport Road P.0.Box 190288 Anchorage,Alaska 99519-0288 (907)277-5551 FAX(907)334-7798 June 26,2018 Subject: Letter of Non-Objection 11120 Forest Drive Anchorage Alaska 99516 To whom it may concern: ENSTAR Natural Gas Company has no objection to the existing well encroachment within the ten foot (10 FT)wide televom and electric easement coincident and parallel to the SE lot line of Lot 9A,Block 2, Bruin Park First Addition,as shown on Plat 96-79, located within the Anchorage Recording District, Third Judicial District, State of Alaska. Acceptance and use of this letter of non-objection by yourself,your heirs,your assigns,or your successors,will constitute agreement to the following stipulations: • Landowner/Contracto .corking near ENSTAR gas facilities shall contact the Alaska Digline, Inc.,(907)278-3121 or 811 for line locating two(2)business days prior to any related excavation. This service is free of charge. • ENSTAR will be held harmless,now and forever for any damages or injury to any person or property as a result of this encroachment. • Any ENSTAR facility damaged or destroyed,as a result of this encroachment will be repaired at no cost to ENSTAR. • Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the land owner. • All applicable safety code regulations will be observed and maintained. • This letter of non-objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way. Sincerely, Cassie Acres Right of Way and Compliance Technician ENSTAR Natural Gas Company Qui'. LU. LVID 4.u11IYI uv: vol ISO. UM r. 1 7_.—..../AL-- June 26a',2018 GI C I George&Nancy Haley 11120 Forest Dr Anchorage AK,99516 Re: Letter of Non-objection Dear George&Nancy Haley: Subject to your agreement to indemnify the company as set forth below, GCI Communication Corp has no objection to the corner of the well encroaching 2 feet into the utility easement of Lot 9A Blk 2 Bruin Park Subdivision,also known as 11120 Forest Dr,city grid 2633, GCI WO# 18-0058-24. This letter of non-objection in no way precludes GCI Communication Corp from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way,including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction,repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below,you agree to indemnify and hold GCI Communication Corp harmless, now and forever,for any damage,costs,expense(including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to me at the address below. Sincerely, Acceptance Date Markus Kofoid Manager Outside Plant Design&Data Management GCI Communication Corp 5151 Fairbanks St. Anchorage,AK 99503 907-868-6168 Office 907-868-8580 Fax 7-9 - I ..-------Fc). MUNICIPALITY OF ANCHORAGE ��oe S, f • On-Site Water&Wastewater Program �o �r T PO Box 196650 4700 Elmore Road ( Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 � r; ,. t , . 1 at http:Nwww.muni.orgronsite MIA", • 4NCHORp/°' On-Site Wastewater Disposal System Permit Permit Number: OSP181142 Effective Date: 6/19/2018 Work Type: Septic Upgrade Expiration Date: 6/19/2019 Tax Code Number: 01610229000 Site Legal Address: BRUIN PARK#1 BLK 2 LT 9A G:2633 Site Mailing Address: 11120 FOREST DR, Anchorage Owner: HALEY GEORGE D & NANCY J Lot Size in Sq Ft: 31934 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: El Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ 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 kyr Received By: -AAA-c— /7 �.Date: l Issued By: /% Date: 647 MUNICIPALITY OF ANCH S nai A. �ai� A • ftp �' ,� Community Development Department 'hone 907-343 7'04 Development Services 4-6 Fax: 907- 697 On-Site Water & Wastewater Program C<< c,^ Mayor Dan Sullivan 01 6 g L°' On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 016-102-29 Property owner(s) GEORGE HALEY Day phone 907-229-4196 Mailing address 11120 FOREST DRIVE 'ANCHORAGE,AK 99516 Site address 11120 FOREST DRIVE*ANCHORAGE,AK 99516 Legal description (Sub'd, Block& Lot ) BRUIN PARK#1: BLOCK 2, LOT 9A Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) Absorption Field ® (w/wo ADU) Upgrade Septic Tank I I Duplex(D) ❑ Renewal ❑ Holding Tank I—I Multiple Dwellings I I Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP. Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: (p6) Waiver Fees: Date of Payment: (p—I 3-1r Date of Payment: Receipt Number: obaaa G Receipt Number: Permit No. QS PS 1142 Waiver No. (Rev.01'11) uanics GARNESS ENGINEERING GROUP, Ltd CIVIL&ENVIRONMENTAL ENGINEERS QeaJe June 18111, 2018 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Bruin Park #1; Block 2, Lot 9A To whom it may concern: The existing 4-bedroom house is served by a private well and septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to utilize the existing Orenco Advantex System and rebuild the new drainfield to an elevation of 0.1' or higher than the bottom of the existing drainfield with MOA approved sand. In addition, we are also proposing to move the trench approximately 3 feet southwest of the existing drainfield (to maintain 10 foot separation to shop foundation — see attached 40 scale). Comments regarding the design are summarized as follows: 1. SOILS: See attached 2002 testhole in MOA records performed by Cindy Ellis, PE which shows, soil classification, percolation test and groundwater monitoring. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: As stated on the initial design, there are surface waters approximately 80 feet from the proposed drainfield. Given that the new code has been implemented, a waiver is no longer necessary for surface waters greater than 50 feet from the proposed drainfield. 4. TOPOGRAPHY: There is a cutbank approximately 4-6' in height (see attached pictures) adjacent to the existing/proposed drainfield. However, it is believed to be fill material over the drainfield from the shop excavation. In short, the proposed drainfield invert will be approximately 1-2 feet above the bottom of the cutbank and approximately 5-6 from the toe of the cutbank. In short, we do not feel as though a waiver application is necessary. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincer;ly, Jeffre ' _rne , P.E., M.S. Presice 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com �o o/ 4‹,7 Pa, N / .- / //1i `�` BRUIN PARK; / \\ BLOCK 2,LOT 7 / / / 0\�5 ANCHORAGE SOUTH / jWA I\ocS O TRACT I I1/1c I /Co BRUINK ,PARK; / I \ BLOCK 2,LOT % VACANT \• / '' \\\ , / / •\\ \� \05 \ �PTIC / /I<C5C • .O `\ ./4 ARE.A3 1 / C.,1 40>- \ / ted-- BRUIN PARK; ` / ' , �,� \ ;j�` ``,\ BLOCK 4,LOT 6 I \ I I / y;j / \1 \Jy e \ / 1 / / .O 0P / I I \O \ \ \ / SEPTIC � / 1 I AR3 \ 1 I 1 / / I I 1 / I C AREA\PTIC \\ \\ /` / / / BRUIN PARK; \\ \ \\ I BRUIN PARK; / BLOCK•,LOT 7 BRUIN PARK#1; \ \ >\ \ I BLOCK 4,LOT 8 / / / �„_ -BLOCK 2,LOT 10A( �'" \ )/<-------, / � • ` \ / ` - -'� \ I / • / BRUIN PARK; _p0 \\ N �\ ; BLOCK 4,LOT 9 ��\, I ,, - / I \O, I 1 \� I I CALE: I I I I •' l I 1 I 1"=100' 1\ \/ 1\ SEPTIC / /\ / \ ARE .._��\\• 11, 4. GARNESS ENGINEERING GROUP, Ltd ; 1 ',., . - CIVIL&ENVIRONMENTAL ENGINEERS � 0 0}\ • 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHE(907)337-6179'FAX(907)338-3246'WEBSITE:www.gamessengmexing.can ..:.17....:r.1.•.16•. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0(r\ ffr A. Gam:ss . W• GEORGE HALEY 907-229-4196 1 OF 2 �j�% °. (1 E- ° . �� ' ': / / / `, DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION 1 NUMBER OF BEDROOMS:4 LETTER THAT PERTAINS TO THIS DESIGN.TO GALLONS PER DAY(GPD):600 OBTAIN A COPY OF THE LETTER CONTACT NOTE:THE CONTRACTOR SHALL HAVE PERCOLATION RATE/S:*2.7 MIN/INCH GEG.BY PROCEEDING FORWARD WITH THIS THE WEST EASEMENT,AND WELL RADAII GPD/FP INSTALLATION,THE ENGINEER,WELL DRILLER, FLAGGED BY A REGISTERED LAND PROPOSEDPODRAINFIELD APPLICATION RATE:: 6.0 CONTRACTOR AND PROPERTY OWNER AGREE FT2THAT THEY HAVE READ THESE SURVEYOR PRIOR TO CONSTRUCTION. PER CINDY W.ELLIS,PE 2003 T.H.IN MOA RECORDS SPECIFICATIONS AND AGREE TO ACCEPT THE f ••CAT III ADVANCED TREATMENT SYSTEM(ADVANTEX) TERMS AND CONDITIONS OUTLINED. 1 DRAINFIELD DESIGN: APPROXIMATE LOCATION OF / MAXIMUM DEPTH:LIMITED TO REMOVAL OF / SURFACE WATER;NOT SURVEYED 14 CONTAMINATED MATERIAL / WIDTH:5.0 FEET MOA APPROVED SAND FILTER AS NEEDED TO REBUILD THEBRUIN PARK;BLOCK 2,LOT 8 / EXISTING ORAINFIELD TO AN ELEVATION OF 0.1 FEET CR I4GHER ,t, LENGTH:25 FEET yaP I EFFECTIVE:0.5 FEET ,+, / PROPOSED DRAINFIELD TO BE RE-BUILT APPROXIMATELY 3 ACTUAL SO.FT.:125 FT' \ 4( Q- FEET SOUTHWEST OF THE EXISTING DRAINFIELD TO MAINTAIN A I \ N Oy 10 FOOT SEPARATION DISTANCE TO THE SHOP FOUNDATION. I \' /A / / WATER LINE BETWEEN HOME AND SHOP IS \ ' T.jBY CINDY ELLIS,P.E. / NO''' UNKNOWN; THE CONTRACTOR SHALL HAVE ' fr T.H.#4 BY CINDY ELLIS,P.E. THE WATER LINE PROFESSIONALLY \ LOCATED PRIOR TO CONSTRUCTION • FET /' S"per N — EXISTING FCO FOR SHOP II 0 APPROXIMATE LOCATION OF WATER SERVICE LINE TO SHOP T.H.#1 BY CINDY ELLIS,P.E. 7047\\e /�./ PER CONVERSATIONS WITH OWNER ON 8!812018;MUST BE So / / ' T PROFESSIONALLY LOCATED PRIOR TO CONSTRUCTION i Cu/ , ASSUMED SEWER LINE LOCATION;ACTUAL LOCATION ✓1 I IS UNKNOWN,SEWER LINE TO BE PROFESSIONALLY J LOCATED PRIOR TO CONSTRUCTION APPROXIMATE LOCATION OF TOP OF MOUNDEC 6'.. i / SOILS;SEE ATTACHED DESIGN LETTER i / EXISTING FCO N. REGARDING NO WAIVER APPLICATION I / 1 \ I I / i---- / I / / // / / / / EXISTING 3 / EXISTING ADVANTEX / BEDROOM / QTANK AND AX-20 POD / HOUSE / /� Q / / //OBJ O If: / 1 1 , / 1.' -\- (:\I), N - , i z 1J� Y w Q II I / 4 I I ��0- Icc 4 � le° i�- SCALE: / O 1"=40' JWEt � C AREA \\ G / N/ )� / 1 /,‘-1/ ` O<zr" 4.•,... ��♦ • ••• 1 ,,.-l/ �\ • � *•.• GARNESS ENGINEERING GROUP, Lt , :.. r'CIVIL&ENVIRONMENTALENGINEERS - 0 3701 E.TUDOR ROAD,SURE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338.3246•WEBSITE:w .gamessenneenng.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 t�% A. G• ess •GEORGE HALEY 907-229-4196 2 OF2 • ' = ' 3PROJECT/LEGAL DESCRIPTION: DRAWN BY: j l 6 1 V••'•�'� BRUIN PARK#1; BLOCK 2, LOT 9A D.J.G. . (�•P''/.(•� •••• •((''��P�, �� TYPE OF WORK: DATE: .14 ; SS\Mr'•• SEPTIC SYSTEM DESIGN UPGRADE 6/18/2018 #AECC884 1� / // / N10' TELECOM & ELECTRIC EASEMENT ` s,I.S , o LOT 8 Q • o SHO Cr M y O) L*J I cot'S I f ° t� b - OD . 0 • Ce z SEPTIC SD,�-- ONCRETE CLEANOUTS DRIVEWAY / 30.00' LOT 9A • '�?', • / W 31,934 s.f. s / , ry° / ,. F- ti :1.5 MANHOLE CrG "� `• 25.4 • / 2V ,t,/ .4%,:: .- :, . 441fr / P(').i ... *.s 1 tis • ( ' 2.0' X 20.9' J� ls�� CANT �G-s c o"�� �Q` / LOT 1OA -0 O \ / //4:4/1. ----'s% 10' TELECOM ec .% S"' ELECTRIC EASEMENT /y/ / PLOT PLAN AS BUILT SCALE _ 17_2-- 50'_ GRID SW 2633. Project No. GEORGE Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone _ Registered Land Surveyors (907) 522-4625 Fax OF At4 ‘, kgiangisOalaska.net / jclangisealaska.net I hereby certify that I have surveyed the following described properly: QIP' -...-00 LOT 9A, BLOCK 2, BRUIN PARK SUBDIVISION ADDN. #1 (PLAT No. 96-79) 0* : 49Th Anchorage Recording District, Alaska, and that the improvements situated thereon are D within the property lines and do not encroach onto the property adjacent thereto, that Q • V no Improvements on the property lying adjacent thereto encroach on the surveyed G ,, ✓, ,,�{= G premises and that there are no roadways, transmission lines or other visible aQ„7D KENNETH Gei ANG`,: 0 easements on said property except as Indicated hereon. O` LS--5202 I Dated this the -__I 5+ Day of G) c t c, z: _, '., , at Anchorage, Alaska Q It is the responsibility of the owner to determine the existence of any easements, '' 0.,. Q©tv+� covenants, or restrictions which do not appear on the recorded subdivision plat. sG$ SGS Ref.# 1182491001 Client Name Garness Engineering Group,Ltd Printed Date/Time 06/05/2018 7:55 Project Name/# Bruin Park#1;B2,L9A Collected Date/Time 05/30/2018 11:40 Client Sample ID Bruin Park#1;B2,L9A Received Date/Time 05/30/2018 15:55 Matrix Drinking Water Technical Director Stephen C.Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic 21.0 * 5.00 ug/L EP200.8 C (<10) 06/01/18 06/01/18 ACF Waters Department Total Nitrate/Nitrite-N ND 0.100 mg/L SM21 4500NO3-F B (<10) 05/31/18 AYC Microbiology Laboratory E.Coli Negative 1 100mL SM21 9223B A 05/30/18 K.W Total Coliform Negative 1 100mL SM21 9223B A 05/30/18 K.W yl r • n l air► .. •4 ". .. •. . • :Y-� ,.. `.',k?'. .H7.Y: - -. 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'(IfOld A 1, )4 •;4'.t. r , • ;. •gt.0 1.7.„,/ 4-, ØT/ . ' ;# N i' •i - • ', , . I- , ,,, i, , ..,, , ,-• .., -• .1, .‘ ?, , • / ...' ' „ / .-;:ef•-', ,- -;!-': ' -4,-,..: ..•••4 r V ' .i / ; ,,,.'• . " \ ,/, \ / • ,4e o:t / f 1 \ , '- •-, / tr' '.. 11_ - . ‘ ' s I' '. i I ,, •14 "I'k ,, ,( , • - il t 4, ,r. if .14 i„.,.4...7 •))r(/ it '`, •, /, ,i / \ 1 , _A.- , ,• , ._- „, I. , t I . . ,°</ /• , - -.7:--4-.. Ns .. " i .. A::: - — ' J.r, 7• . / . '' '',I-/''• „...., I ' I Slj s, ••• • •o. . _:°,'%5 --...4,' ' , :li V . • . k -11k It 4 • . •. Municipality of Anchorage Page 1 of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW000097 PID Number:. 016--102--29 GEORGE AND NANCY HALEY Wastewater System: I-I New [] Upgrade 11120 FOREST DR. ANCHORAGE, AK 99516 ABSORPTION FIELD Ph°ne:~.907/[ ~ 549--6195 on,,p Trench r'lShallow Trench abed OMound O0ther LEGAL DESCRIPTION ~" "~: '"~ "'~ """ "~ ~ gA 2 BRUIN PARK r~ .~ TownshiP: -- Range: _ I$ecti°n: _ m ~ elxw* ~ ~ ~ WELL: I-INew i_i Upgrade~........~J --.~v. ~.~~--~-- I°~0"~-~'~ ~ OWNER INSTALL 9/2/2000 ~ ~ ~'~'~ .J~'~'~'~'~ TANK SEPARATION DISTANCES · Septic: m Holding E] $.T.E.P. ~'ank S.~, U,~ ANCHORAGE TANK 1250 Well 100'+ lO0'+ -- - 25'+ STEEL 2 ,oo.. ,oo.. - - - , TS,AT,O" Water I. ln~ .5'+ 10% - - - ~q ~ ' Foundation5'+ 10'+ -- -- -- Curtain ~ ~mm~'"~-us~ ~e~-t~,* ~ ~. Dmin - N(~NE KNOW~ .~.or~: BENCH MARK TOP OF OARAGE FLOOR I~'~'~ ~ 100.00 y~ ~'-'o ......... ,~ ~ R&view~ and appmv~ b Date:/~ -~'oo ~,_. _~o.~ ~ pERU~T NUUBER: 016-102-29 swoooog, AS-BUILT DRAWING GEORGE AND NANCY HALEY (907) 549-6195 2 OF ~[ OF WORK: AS-BUILT DRAWING O~ SEPTIC TANK UPGRADE pERUff NUKIB~R: swoooo,7 AS-BUILT DRAWING P'~='° fl ~ - BRUIN PARK SUBDIVISION; LOT gA, BLOCK 2. PROFILE DRAWING OF SEPTIC TANK UPGRADE MUNICIPAUTY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650. Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 11, 2000 Expiration Date: May 11, 2001 Permit Number: SW000097 Legal Description: BRUIN PARK#1 BLK 2 LT 9A Design Engineer:. 0041 AK Water & Wastewater Consulta Owner Name: George & Nancy Haley Owner Address: 11120 Forest Dr. Anchorage, AK 99517- Parcel ID: 016-102-29 Site Address: 011120 FOREST DR Lot Size: 31934 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and Ihe State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinklng Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-4744 ( 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. Received By: Issued By: Date:, Date: ,~"'° ALASKA WATER & WASTEWATER CONSULTANTS, INC. I~ May 9, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Tank Upgrade for Lot 9A, Block 2, Bruin Park Subdivision To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank, a documented log crib type system, and a undocumented seepage pit which consists of a inverted perforated septic tank (per the homeowner. The homemvner would like to upgrade his septic tank with a new 1250 gallon septic tank. The undocumented seepage pit is to be abandoned in place and just the existing documented log crib will be connected. The homeowner is aware that the system will only be rated for a 3 bedroom system even though a larger septic tank than is necessary will be installed. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerel, P.E., M.S. NOTE: .4ttached is a site plan drawing, a design drawing, and a 3 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 ~ Fax: (907)338-3246 / I I.~. ~ ...... / / / ~ LOT 6, BK ~ .._. / ,/ / ,, /,.// ~ I ~ ~ ~ T~K U~ ~/ I I ~ F ~, BRU N P~K S/D I I I I I I ~ I --~ ~ / , .,, I I ~'/ /~ ", ............ ~ I I I ~' ~ ~in,,~ ~ ~ / ............... ~. y~~~ ~/ ................ / 51912000 ~S-' PR~ FOR PHONE NUMBS: P~E NU~B~: ~j~......., ... GEORGE AND NANCY HALEY (907) ~49-6195 1 OF 2~,.~. ~ LOT 9A, BLOCK 2, BRUIN PARK SUBDIVISION'~J.~.~.' .......... ~[ OF WORK: ~P~f..tto~O SITE P~N FOR SEPTIC TANK UPGRADE I I ~ ~ ~ ,/ 0-, ~: ~.,-.-"~ ~ ~t~, PREP~ FOR: PHONE NUUB~: LO~ ~A, BLOCK 2, BRUIN ~ARK SUBDIVISION '"" DESIGN OF SEPTIC TANK UPGRADE GAAB-HD- I GR 'ER ANCHORAGE AREA BOROU ~q Der,~RTMENT OF ENVIRONMENTAL OUALI, 3§00 TUDOR ROAD ANCHORAGE, ALASKA ggS07 27g-8§86 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY.._/¢,Oc~ .GALLONS. MATERIAL INSIDE LENGTH NUMBER OF COMPARTMENTS ) LIQUID INSIDE WIDTH DEPTH__ SEEPAGE SYSTEM: NUMBER OF PiTS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: __ OUTSIDE DIAMETER. OR WIDTH ! ~ DISTANCE FROM WELL [ / ~ '~: ~'' TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTH ~ ~,~ , DEPTH BUILDING FOUNDATION '~ Z)~g'~ SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER/~S ABS ,0.,~iON AREA__ , OF LINES DtSTANCE ~,~EEN LINES / TRENCH WIDTH ~,~ IN, T~FFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: TYPE ~b f~.~L-(~ ~ DEPTH NEAREST LOT LINE ~ ~ (J SEWER LINE DISTANCE FROM BUILDING FOUNDATION. WATER _ SAMPLE SEPTIC SEEPAGE ., TANK , SYSTEM '/ / ~ , CESSPOOL , NEAREST OTHER . SOURCES~ DISTANCES: DIAGRAM OF SYSTEM DATE APPROVED G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TL)L3OR ROAD POUCH 6-650 Af'4CHORAGE. ALASKA 99502 TEL[:P~ONE 279-8686 SEWAGE DISPOSAL SYSTEM ,, APPLICATION AND PERMIT PERMIT NO. INSTALLATION OF: SEPTIC TANK X SEEPAGE PIT DRAIN FIELD OTHER TO BE INSTALLED BY NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL TEST RESULTS f~ COMPLETION DATE ANTICIPATED PFRMTT VAI iii flNF YFAR FINAL INSPECTION= 24 HOUR NOTI~-~: REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORI~ WILL BE ~UBJEGT TO PROSECUTION. MINIMUM DISTANCES. REQUIREMENTS 5 ft. FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT 20 ft. SEPTIC TANK TO SEEPAGE PIT WALL [5 SEPTIC TANK 5 f'~* ~ SEEPAGE PIT 20 TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD 10 ft. 10 ft, DRAm F'ELD l0 , DRAIN FIELD ft. 10 ft. SEEPAGE pi,__ ALSO CONSIDER AREA WELLS. , SEEPAGE PIT ~, SEPT,C TANK. 25 fie, SEEPAGE PIT 100 ft. , DRA,N FIELD TO RIVER. LAKE. STREAM. 50 ft. , DIAGRAM OF SYSTEM ' 4" CAST IRON SlPll0N · SEPTIC PIPC WITtl AIRTIGHT {:RIB C I requh*ed whenever line crosses (CRIB [' HINI~U~ Ae0~'[' WATER under drivewoy, TABLE) R l f, I !.!;.H.f WEI. L CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF ........... EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH RE~[J,U~TIONS REGARDING INSTALLATION. h0 S~':~/{:R LIRE- 10 TO tlr. 411'- R~' ONLY CAS1 )ROtl Lm?t.!~ IH Pll - 200' 4 INCH SE~Efl LINE. CON51RIR AREA dELLS, SECI'ACE Pil EXCAVATIOll BASED ON SOIl. TEbT. Grade: ~'.per ICO' or 1/4" p r foot " except 10' proc~udir tank &tha. should HOUSE ' not exceed ?~. 6" per 100 on flat l t:TO 20' MINIMUM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREAT'ER ANCHORAGE AREA EIOROUGH ORDINANCE NO. Z8-68 AND THAT THE ABOVE DESCRIBEt~fSTEM IS IN ACCORDANCE WITH SAID CODE. EATER ANCHnRAGE AREA BOROb .... DEPARTMENT OF EN\fIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 CASE # Performed For ,&2~.~_ Date Performed__~7]~/-7,,~ Le~]al ..r)escri~,tion: Lot (~ Block ~ Subdivision This Form Re~orts Soils Lo.q___~( . Percolation Test ~e~th Feet Soil Characteristics 5~ 6~ 7 8__ 9__ 10.. Was Ground Water Encountered? I~ Yes, At what Depth? Readin~ Date Gross Time Net Time -I Depth to H20 Net DroDi Percolation Rate Hinute Proposed. Installation' Seepaqe Pit Drain Field Den. th of Inlet Denth To Bottom Of Pit Or Trench Test Performed Data Certified By: Date' cD678970 ,MSI i' O Municipality of Anchorage JUL8° L 2018= . On-Site Water&Wastewater Program o u (907)343-7904 `•• 6 8 L99 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 016-102-29 Expiration Date: O di 3 0 of 0 1. GENERAL INFORMATION Complete legal description BRUIN PARK#1;BLOCK 2,LOT 9A Location (site address) 11120 FOREST DRIVE*ANCHORAGE,AK 99516 Current Property owner(s) GEORGE HALEY Day phone 907-229-4196 Mailing address 11120 FOREST DRIVE*ANCHORAGE,AK 99516 Real Estate Agent BRANDY PENNINGTON Day phone 907-227-6682 2. TYPE OF DWELLING: IN Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings(Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for. N/A Distance: - Received by: Date: J /1 / g COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee$ 21.0$'57) Waiver Fee$ Date of Payment 3`1 2olll//3©�� Date of Payment O Receipt Number G5' 6 Receipt Number COSA# OS C121351 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are)safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP,Ltd. Phone 337-6179 Address 3701 E.TUDOR ROAD,SUITE 101 •ANCHORAGE,AK,99507 Engineer's Printed Name JEFFREY A.GARNESS,P.E. Date 7/1//(g Engineers Comments: (A' In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system in accordance with the elm's% 'r guidelines and regulations established by the Municipality of Anchorage and industry practices.The reported results describe the 44- ( 14 condition of the system's on the date/s of the evaluation.Separation distances were measured to readily identifiable features. \ . �., Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of all wells and septic systems depend on a variety of variables including.but not limited to,soil cond ions.groundwater levels(that may fluctuate during *.474....„ Ito '•• ••• ••�•1 •• the year),quality of construction(materials and workmanship),and the water usage of the family utilizing the system/s.These 4 %\, •.* �� conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee future performance of the y % system's;therefore,GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. • GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the ! current systems fail The content of this report is for the sole benefit of the person/party who retained GEG.Reliance upon the •, r� Aj • a r ISS .fa information provided in this report by any other person or party,including but not limited to subsequent property purchasers,is not v. -p'' 1 G. /I CE 795 '• � authorized.in short,GEG disavows any legal duty to anyone other than the person/party who paid for this report. .ts' J t �,: ei 6. DSD SIGNATURE 444. ��CN �.• V LICENSE 11tm"���� System#1 Approved for f bedrooms. #AECCssa , °� ��y0`� System#2 Approved for bedrooms. . S\ Disapproved. 3 \�� C� 0* PNC) Z' Conditional approval for bedrooms,with the following stipulations: �f,-,•c .. P��R �SRoGRPM �_ fir'^Alhn-ccf..-Ct By: 1V. Q. Original Certificate Date: J 3 D) 0 1 g C The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the represenatations 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. ATTCHMENTS: COSA Checklist X Nitrate Advisory, XSeptic System Advisory Arsenic Advisory - Well Flow Advisory Other ''• ' '\ .' (Rev.10/12!12) L_..' . ., ... t., If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: BRUIN PARK#1; BLOCK 2, LOT 9A Parcel ID: 016-102-29 A. WELL DATA *PER WELL LOG IN MOA RECORDS Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed *8/18/1972 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth *130 ft. Cased to UNK ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 8/18/1972 5/30/2018 Static water level 40 ft. 38.9 ft. Well production 10 g.p.m. 6.8+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 ml. Nitrate ND mg./L. Collected by: GEG, Ltd. Arsenic: 21.0 ug./L. Date of sample: 5/30/2018 B. SEPTIC/HOLDING TANK DATA *SEE ATTACHED MAINTENANCE REPORT Tank Type/Material ADVANTEX/FIBERGLASS Date installed 5/20-21/2003 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 * Pumper * C. ABSORPTION FIELD DATA 'BELOW FINAL GRADE TO TOP OF SAND Date installed 7/9/2018 Soil rating ((p.d./ft or ft2/bdrm) 6.0 System type SHALLOW TRENCH Length 25 ft. Width 5 ft. Gravel below pipe 0.52 ft. Total depth *4.9+ ft. Eff. absorption area 125 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test - in. Water added - gal. New depth - in. Elapsed Time: - min. Final fluid depth - in. Absorption rate >_ - g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date - *SEE ATTACHED ADVANTEX FIELD MAINTENANCE REPORT **PER 5/23/2008 MOA ELECTRICAL INSPECTION REPORT D. LIFT STATION Date installed 5/20-21/2003 Size in gallons UNK Manhole/Access(Y/N) YES "Pump on" level at * in. "Pump off" level at * in. High water alarm level at * in. Datum * Cycles tested Meets alarm &circuit requirements? " E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot X50+ On adjacent lots 100'+ Absorption field on lot *50+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10'+ Property line 5'+ Absorption field 5+ Water main 10'+ Water service line Surface water *50'+ Wells on adjacent lots *50'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10' Water main 10'+ Water service line 10'+ Surface water *50'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots *50'+ F. COMMENTS *CAT III ADVANCTED TREATMENT SYSTEM**SEE ATTACHED LETTER REGARDING WATER SERVICE LINE TO SHOP G. ENGINEER'S CERTIFICATION ••�P� .. .. '•.• i `1.--• 1• I certify that I have determined through field inspections and • *' •49 �\ * �• review of Municipal records that the above systems are in 1 1 • conformance with MOA COSA guidelines in effect on this • ` J�•• •� • •t� date. • ♦� Je �JA. . ess Engineer's Printed Name JEFFREY A. GARNESS �", • •(fE77953,. J4. C� ,oiei Date �� rt OF`ESS\•' P / LICENSE �•l� `ill*� #AECC884 `� (Rev.10/12/12) MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT • t'e" 907-343-7904 On Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Arsenic Advisory Certificate of On-Site Systems Approval # OSC181351 Subdivision: Bruin Park #1, Block: 2, Lot: 9A A water sample revealed an arsenic concentration of 21.0 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval. Mailing Address:P.O.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org lit/lb/21:11Lf 12:2/ 13btib/IL1 AI-'Lub t-'- ± tij 318 009 P. — ■■ I I ■O ■ II ■■■ ■■ ■URR1II II l■EE ■E■ NEON ■ ■ U O■N■ II ■ ■■ ■ ■ clrlranTex6 Field Maintenance Report Anchare e7eTanl. Annual Inspection 907-272-3543 ProP^rty Qwnerriteektrt9 e . .. .. .. ._••.-•, George& Nancy Haley Larry Betts Site Adana: Contact Pio'n 11120 Forest Drive, Anchorage AK 99516 907-341)-•5195 AX Site ID r County ID it Pod R Hr)4AJL 4 Date of Last Ire ctlon ^T AX-101487 SW030120 201355 RTU102046 07/05/2017 Retrieve O&M Info Measure Sludge/Scum Daily flow - _ Sludge Scum Recirc ratio 1st Compartment Currant Previous Currant 1 Fr wious Timer settings! .-- --. —•- 2nd Compartment Current Previous Current Prrvlous Inspect/Clean AdvanTex Filter nil pact Clean Odor: Normal ❑Pungent Laterals/Orifice' , Perform Field Sampling/Observations f Biomat: Normal ❑Excessive Pod Bottom i/ I NTU(15 e NTUs) pH(6-9) DO(2-6) Oridging/Ponding: JNonefMlnor p Excessive Intake Vent I 1' l q_ L 3 lnspeet/Clean Discharge Pump System , Odor of Sample Inspect MSpact dean Riser/Lid ❑ Floats 11.] ❑ Typical Musty ❑Earthy ,_Moldy Splice Box ❑ Pump [] ❑ Non-typical f"'Sulfide E Cabbage -,_J Decay Float Cords ❑ oily film in PW Dyes No Foam In tank [Yes a Inspect/Service Other System Components Inspect Clean nsoocet Clean Check Control Panel Dlelnfectlon Fqulpment ,Z / Dispersal Laterals/Ortflec.0 �r Reclrc Amps Discharge Amps Observations JJ'g Additional Services Rendered —Cleaned textile sheets? u Replaced UV items'' Audible and visual alarms 7OK 77 J Replaced/Used other items? y7 Dial tone(telemetry only) Yes ❑No r Parts Used:W-Warranty,B-Billable(✓appropriate selection) Inspect/Clean Pump System W s teem Number Description Inspect Clean Riser/Lid !J _ Splice Box V Float Cords ilf -- — Floats Final/Safety Inspection Pump X / RSV reinstalled Lids bolted on BiotubV Filter z 7 Manifold reconnected;flush valves dosed control panel res:;iv:;ted 6fotube Pump Vault IIrC�11 Su nary/Recommendations Recirculating Splitter Valve 7 ❑System performing;no further action needed ❑Tank needs pump ng ._;Call for service ❑Other? —_ Comments Signature Date // /V/C1,7# . kor __ Fax completed form to 1-866-384-7404 Jul 1218 02:55p Anchorage Well&Pump Ser 9072430742 p.1 • F' Anchorage Well&Pump Service, Inc. �. .4 `17- 330 East 76th Avenue Invoice 4 I � Anchorage,Alaska 99518 (907)243-0740 Invoice#: 20181147 Bi.l To: Ship To: GEORGE HALEY GEORGE HALEY 11120 FOREST DRIVE 11120 FOREST DR. ANCHORAGE,AK ANCHORAGE,AK SALESPERSON YOUR NO. SHIP VIA COL PPD I SHIP DATE 1 TERMS DATE PG. COLE V.COTTER 28006 Net 10 6/21/2018 1 DTY. . ITEM NO. DESCRIPTION PRICE DISC% EXTENDED TX PRICE 1 : Service Call REPLACE WELL CAP 1 Field Service Field Services:6-2^-18-MOB TO JOBSITE. $92.00 $92.00 REPLACE OLD WELL CAP WITH NEW WELL CAP. CONFIRM WORKING PROPERLY-UP TO CODE. DEMOB FROM JOBSITE. 1 l ST10 Water System Svc:COLE COTTER 6-21-18 $98.00 1.02% $97.00 1 MWO1 Well Seal WTCC-6 Midwest Code $54.00 $54.00 1 BUSHING 1 X 3/4 BUSHING $9.00 $9.00 • 1 • SALE AMT. $252.00 WE APPRECIATE YOUR BUSINESS. THANK YOU! FREIGHT $0.00 SALES TAX $0.00 TOTAL AMT. $252.00 ,PAID TODAY $252.00 BALANCE DUE $0.00 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 19 Day of July of 20 1& , by and between Vance Kelby and Jenny Michelle Whitt , 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 o _.., .--J ) C 0 v e y, located at (legal description) Bruin Park #1 Lot 9A Block 2 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) '' 'hroughout 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. "►✓�'. �v It shall be the responsibility of the Owner during the term of this Agreement to pay for all it repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). wJ • 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. i ,,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 9 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Vbr Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. AWWTS.rThe Municipality v Owner agrees to grant the Municipality reasonable access to test and inspect the will give at least 24-hour notice. ,� ,,,,,.(11„) Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. 9 VOwner 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. 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. Page 2 of 3 (rev. 05/18/2018) II.. -w44 signature) Date: 1 i_ �•ff' /P NL i /f9 161/b, print name) 1 , STATE OF ALASKA )) ss. THIRD JUDICIAL DISTRICT ) i instrument was acknowledged before me this day of � 1 ! The foregoing in ,� s 201,by / /?„ =?,ELLE D�'''r,, A Y PUBLIC FOR = �� S � ' ,NOTq •,./A!, ;�'pr' NOTARY 2-� 4) :, wO '9i- :-n: My Commission expires: A :.n ; 0 i , I/ -0 ss• `' SF ALN:ti = +����xAirps:PQ�ti�-`- MUNICIPALITY: J 30 �Ol� / (signature) Date: By: t, t , _. e , 4 a ,ro '( (print name) Title: Page 3 of 3 (rev. 05/18/2018) [] ONE- [] THREE