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Home My WebLink AboutSOUTH HILLS BLK 7 LT 1South Hills Block 7 Lot 1 #017-071-32 Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and 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: OSP151234 PID Number: 017-071-32 ❑✓ New ❑ Upgrade Name: Brian Dipping ABSORPTION FIELD Address 8126 Rabbit Hill Drive ❑ Deep Trench ElShallow Trench 0Bed ✓❑ Mound ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.5 GPD/SF 0.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +0.5 Ft. 0.5 Ft. South Hills 7 1 Fill added above original grade Gravel length Township Range Section 3.0 Ft. 60 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 15Ft. 3 5.0Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 900 Ft2 N/A N/A Ft. Well 119.0 122.5 122.2 N/A 25+ TANK ❑Septic E S.T.E.P. ❑Holding El Other Manufacturer Capacity Surface Water 100+ 100+ 100+ N/A Anchorage Tank/Orenco 1500Gal. Material Number of compartments Lot Line 41.7 30.5 49.0 N/A Steel 2 NA Foundation 40.2 59.0 44.8 N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ 50+ N/A Orenco 500 Gal. Pump on level at Pump off level at High water alarm at Remarks 40 in. 36 in. 45 in. Pump make and model Electrical Inspections performed by P2005 MoA Building Safety PIPE MATERIAL House to tank 3034 Tank to Installer drainfield 3034 A+ Home Services Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100 ft Inspection , Location and description dates: 1s6/ 28/17 2n° 6/28/17 3`" 6/28/17 4`h 1/15/18 Top Foundation COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date • � • 0, .. .. . 1H i * l •tfeven F . *Van riorre*II Approved 1 Date 3`1( !/2 1i pRoF iq A 4"• 'r Inspection Report_1-1-12.doc / DESIGN PARAMETERS A B C PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) FC 9.8 5.70 TANK SIZE: 15008 ADVANTEX l , DCO 40.5 39.1 WITH AX20 POD & AUX PUMP VAULT- - T1 45.0 41.9 ELL (E / PERC RATE: 107 MPI SOIL RATING: 0.5 GPD/SF - J M1 72.3 99.0 AREA RQD: 900 SFM4 77.2 83.0 SYS. TYPE: BED 15'W /$O gk MIN LENGTH: 60 LF i / r / USED: / 43. � / — 60 LFx15'WxO.5' E.D., 0.0' TD ..// RABBIT HILL DRIVE WITH ±2.0' SAND i — .. N N -TOTAL --- 12 /Ai AREA: 900 SF ..---- I �r- � �0 V ~-W INSTALLED PRIMARY/ RESERVE DRAIN FIELD P M3 BED 6OLF x 15'w X 0.5'ED x 0.0'TD REMOVED ORGANICS AND PLACE ±2' SAND s r• I WITH MONITOR TUBES IN EACH CORNER M2 ss M4 06 MOUND TO CREATE MIN. 2.5' OF COVER ss i ABOVE PIPE INVERT WITH RIGID INSULATION • s M SIDE-SLOPES TO BE MAX 3:1 TOPSOIL &VEGETATE / It.. s TH -M/ I Q�\ / 1 I� M1 / //......- r /� \1\'4\ • / i_, INSTALLED 1500g ADVANTEX TANK atm MH1� / WITH AX20 POD / / AND AUXILIARY PUMP VAULT 0 0 / ~ T1 — 1 D / / _ k , •COB 7cN7. I /A 3BR / •• � \ FC f / SFD / 2 J Li WELL 11. .---- LOT VACANT / DRIVEWAY , NO WELLS OR SEPTICS/ I / • 10'.UTILITY EASEMENT / _ f / / APPROXOMATE LOCATION OF PRIVY / • DECOMMISSIONED PER CODE / l / / r I I J W W W W CO CO CO CO 0 7 7 > ~ I- 2"RIGID INSULATION ~ I- 0- p 2 FILTER FABRIC O O O 1 Z 0 Z Z 1.25"0 PERF PIPE Z p O 00 O O O_ O O W/1/8"HOLES 0 0 .<Z ZZ Z 1.= L 2 2 DRILLED 18"O.C. 2 2 zQ m¢ < - - DRAIN ROCK 6" - OO J O U - X / ABOVE PIPE INV F.G.95.3 U 3 - - O.C. 93 a 1 AX20 =1O 5 0.G. 92.3 T ST HOLE 1 - POD �_ ....;t hu., , ,L . •1, 192.9 OR -1.5 88.4/ 1500g I 60.0 S.T.E.P.TANK PROFILE :4 7/8/15 SCALE NTS BOH-a.--8(84.3) DATE PERFORMED:6/25/15 NOTES: .�>��\ Date PANNONE ENG SVC, LLC — OF At.�kk 3/9/18 RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 A1W• �S'•—4� Scale PHONE (907) 272-8218 FAX (907) 272-8211 '.• .17 �0 ��-50' % ...... ••• . .. r P.I.D. NO SOUTH HILLS, BLOCK 7, LOT 11116 \ e 017-071-01 BRYAN JIPPING �r. Steven R. Pannone p PERMIT NO. DRAWN BY: ACP 8126 RABBIT HILL DRIVE 6fe, •. CE 8149 ." OSP151234 PLAN ANCHORAGE, AK 99516 (liPc'• fESSIONP� 'r Sheet `"\\\��-"'" 2 OF 2 • Development Services Department • Building Safety Division �� 80, On-Site Water & Wastewater Program .�.i. 4700 Elmore Roadt,• •il I+ .Z P.O. Box 196650 Anchorage, AK 99507 SAVLTY Mark Bogich www mune.org/onsite Mayor (907)343-7904 Well Log Permit Number: OSP151234 Date of Issue:Aug 18, 2015 Date Started:845-2016 Date Completed:847-2016 Is well located at approved permit location?U Yes U No Legal Description: South Hills blk7 Loti G:2940 Property Owner Name&Address: Bryan Dipping 8136 Rabbit Hill Dr. Anchorage,AK 99516 Borehole Data: Depth(ft) Method of Drilling U air rotary Li cable tool Soil Typc,Thickness& Water Strata From To • Casing type:steel stickup 0 2 Wall Thickness: .250 inches gravel pad 2 4 Diameter: 6 inches Depth: 92 feet -- Liner Type: silt&gravel 4 28 _ Diameter: inches Depth: feet boulder 28 30 Casing stickup above ground: 2 feet wet silt&gravel 30 35 Static water level(from ground level): 136 feet dry silt&gravel 35 92 Pumping level: feet after bedrock 92 405 hours pumping gpm Recovery Rate: 2 gpm Method of Testing: airlift Well Intake Opening Type: fl Open End Open Hole ❑Screened Start 92 feet Stopped 405 feet (� Perforations Start feet Stopped ___ feet (.rout Type: Bentonite volume:granules Depth: 20' Start __ 0__ feet Stopped 20 reel Pump: Intake Depth feet _ Pump size hp Brand Name Well Disinfected Upon Completion?n Yes fl No Method of Disinfection:chlorine tablets Comments: Well Driller: Hefty Drilling, Inc. _ 3540 Akula Dr. Water Sample Results: Anchorage,AK 99516 Arsenic: N ug/1. Nitrates: Nmg/L Total Coliform Bacteria: Nei colonies/100mL Other Bacteria: / col/100mL Attention: The well driller shall provide a well log to DSD within 30 days of completion. I Development Services Department ' • Building Safety Division E aPG8, • ,1 ' On-Site Water & Wastewater Program a o -,.�1 , 4700 Elmore Road Z P.O. Box 196650 < -Id 1 i Anchorage, AK 99507 s n E T Y Mark Begich 9 Mayor www.muni.orq/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number:SW 0 51915 1 2 1 Date of Issue: An IS, ao is Parcel Identification Number: Legal Description So soct4 m;115 Property Owner Name&Address:, ICK 7 1-0+1 B rya� �if I' S . G:)-910 OM ea'k,4 14fll ae, 1„cA• A: q1.fib Pump Installation Date: I 1 _ ),� 1'1 Pump Intake Depth Below Top of Well Casing: 373 feet Pump Manufacturer's Name: )1/41 `( Cr ci Pump Model: gk"It- E.C.Lg ?v.i • Pump Size ) hp Pitless Adapter Burial Depth: 13 feet Pitless Adapter Manufacturer's Name: 144 to" t) Pitless Adapter Installer: NTV-e ano(.Q✓t-yzy--) Well Disinfected Upon Completion? t Yes I— No Method of Disinfection: C,,Ia \\4 e\--.Jt_s Comments: l Pump Installer Name: ()O �v: 7 ifi ftu Drilling, . e. P.O.Boo112130 l w1wrcge, a 99511 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. PLAT NO. P-636 SOUTH HILLS SUBDIVISION LOT 1 , BLOCK 7 29,108 S.F. RABBIT HILL DRIVE 0 rn N 89°53'15"E 152.22' • • •• iv ISEPTIC SYSTEM N �' O q Cr; F; I • rn -J Z • J 3 w i CZ)' 50' � oJ • m in • p d 28.0' ' p O Z ( • wZ EXISTING GRAVEL DR. BUILDING T —CONC. WALK 0 i I r 1/3 1 "=40' I WELL i E. ry - 10' UTIL ESMT. • A • 55.0' 6 N 89°53'15"E 152.38' AGREEMENT TO PROVICE ACCESS (2017-004938-0) 45.0' 0 DECK ,., 0 8.0' a CANT—� --.o �; 23.0' N DECK t r o 8.0' w 0 4.0' ° b 6 0 0 T 18.0' BUILDING DETAIL SCALE: 1"=20° AS -BU I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO .31111111114* ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEYING, LLC IT IS THE RESPONSIBIUTY OF THE OWNER TO .�"`e�.•��•• A( •� JEFF A. GASTALDI, R.LS. DETERMINE THE EXISTENCE OF ANY EASEMENTS, I�,`P,.•' '••,QS• • 2000 E. DOWIJNG RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT it *; 49TH i� '* i fig ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT. ■•• PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA •• •• • 40 GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR Jeffery A. Gastaldi k. if . '°• LS-6091 m SW2940 1/22/2018 ESTABUSHING BOUNDARY OR FENCE UNES. 0 •• �/Z Ll/ • ��4� IIP ANCHORAGE RECORDING DISTRICT, ALASKA •l'" %./•!!......•••.�.. !� F.B. JOB NO. NOTE: NO CORNERS SET THIS DATE ••`arISSIM*. 17-04 SHS17 Permit Number: OSP161232 Tax Code Number: 01707132000 On -Site Water 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 Work Type: Well Renewal Permit Effective Dates: August 25, 2016 to August 25, 2017 Design Engineer: Pannone Subdivision: SOUTH HILLS Site Legal Address: SOUTH HILLS BLK 7 LT 1 G:2940 Owner/Address: JIPPING BRYAN E 8136 RABBIT HILL DRIVE ANCHORAGE AK 995163831 Site Mailing Address: 8136 HILLSIDE WAY, Anchorage Lot Size in Sq Ft: 29108 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-071-32 Property owner(s) Bryan Jipping Day phone Mailinn widraSS 8136 Rabbit Hill Drive, Anchorage, AK 99516 Gi+P art,trP�� 8136 Rabbit Hill Drive Legal description (Sub'd., Block & Lot) South Hills, Block 7, Lot 1 Legal description (Township, Range & Section) Lot Size 29,108 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (® all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑X Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑x (w/wo ADU) Upgrade ❑ Duplex (D) ❑ Renewal ❑X Multiple Dwellings ❑ (SF and/or D) SEPT! � t.a5T9LGE0 7��2 DESt4�• THIS APPLICATION INCLUDES A VARIANCt= / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with Permit/Rush Fees: Date of Payment: Receipt Number: SCJ Permit No.�%i/Z37i Permit App_-.:: - Waiver Fees:_ 4 Date of Payment: Receipt Number: Waiver No. 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: OSP151234 Tax Code Number: 01707132000 Work Type: Welseptic Initial Permit Effective Dates: August 18, 2015 to August 17, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: SOUTH HILLS Site Legal Address: SOUTH HILLS BLK 7 LT 1 G:2940 Owner/Address: DIPPING BRYAN E 8136 RABBIT HILL DRIVE ANCHORAGE AK 995163831 Site Mailing Address: 8136 HILLSIDE WAY, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 29108 Total Bedrooms: 3 N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By 9" MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-071-32 Propertyowner(s) Bryan Ripping Day phone Mailing address 8136 Rabbit Hill Drive, Anchorage, AK 99516 Site address 8136 Rabbit Hill Drive Legal description ($ub'd., Block & Lot) South Hills, Block 7, Lot 1 Legal description (Township, Range & Section) Lot Size 29,108 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial 7 Single Family (SF) (w/wo ADU) Septic Tank Q Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct.I further certify that this is in accordance with applicable Municipal Codes. - Permit/Rush Fees: Waiver Fees: Date of Payment: Date of Payment: Receipt Number: 00$ Ho Receipt Number: Permit No. OC.7P151234 Waiver No. Permit App__- ::..:c, Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com July 17, 2015 Subject: South Hills, Block 7, Lot 1 Septic System and Well Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed systems will serve a proposed three (3) bedroom house. Currently the lot is undeveloped. The surrounding developed lots are served by private wells. There are no wells within 100' ofthe proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by Pannone Engineering_ Services in June of 2015, and groundwater was monitored for at least seven days. Ground water was observed at a depth of 8.0' below the surface in the test hole monitor tube in July of 2015. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.5 gallons/day/square feet was used for a Cat III wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography slopes from the southeast to the northwest at approximately 8%-10% in the area of the septic system. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. S. Drawing Markings: The Drawings are marked "For MoA Review Only'. When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND IN ACCORDANCE WITH AMC 15.65. 2. SCOPE OF WORK: INSTALL NEW 1500g ADVANTEX TANK WITH AX20 POD, AUXILIARY PUMP VAULT AND SOIL ABSORPTION SYSTEM._ INSTALL WELL. _ 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 8 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 6 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. LOT VACANT I NO WELLS OR SEPTICS i ZWELL (E) PRIMARY/ RESERVE DRAIN FIELD (P) RABBIT HILL DRIVE BED GOLF x 15'w X 0.5'ED-x 0.0 TD — • '" _ REMOVE ORGANICS AND PLACE ±2' SAND o� WITH MONITOR TUBES IN EACH CORNER W— _ MOUND TO CREATE MIN, 2.5. OF COVER ABOVE PIPE INVERT WITH RIGID INSULATION / .0 SIDE -SLOPES TO BE MAX 3:1 TOPSOIL & VEGETATE 5 LOT vacANr s5 - NO WELLS OR SEPTICS TH-1 M � 1500g ADVANTEX TANK (P) WITH AX20 POD AND AUXILIARY PUMP VAULT INSTALL FOUNDATION CLEAN OUT 1�I DESIGN PARAMETERS J PRIMARY/RESERVE SEPTIC SYSTEM 3BR 105.4 N0, BEDROOM: 3(450 gpd) CD HOUSE (P) TANK SIZE: 1500g ADVANTEX WITH AX20 POD & AUX PUMP VAULT PERC RATE: XXX MPI DRIVEWAY _SOIL RATING: 0.5 GPD/SF AREA ROD: 900 SF z 10' UTILITY EASEMENT SYS. TYPE: BED 15'W -1- - .MIN LENGTH: 60 LF - APPROXOMATE LOCATION OF PRIVY USE: -60 LFx15'WxO.5' E.D., 0.0' TD WITH 12.0' SAND TOTAL AREA: 900 SF - NOTES: FOR CONSTRUCTION PLAN DECOMMISSION PER CODE DRY _ PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SOUTH HILLS, BLOCK 7, LOT 1 BRYAN RIPPING 8136 RABBIT HILL DRIVE ANCHORAGE, AK 99516 WELL (P) V TH TEST HOLE (P) PROPOSED (E) EXISTING %'CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL �OFAL4k` k Date 8/4/15 Steven 'R. 'Por CE 8149 s i•••••%P.LD NO . 017-071-32 none PERMIT NO. .�1w OSPi 51234 14Y Sheet 1 OF 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TEST HOLE OR I ORGANICS GM/ SILTY GRAVEL ML AND SILT BOH DATE PERFORMED: 6/25/15 718/2015 SOILS LOG - PERCOLATION TEST SLOPE / (2 -- StI RABBIT HILL DRIVE G W X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -8.0'- DATE: 7/8115 SLOPE TH X READING DATE CLOCK TIME NET TIME WATER LEVEL NETDROP READING 1 6125/15 8:55 -- 6.70 --- z 9:25 30 MIN 7.00 0.30 a 9:25 --- 6.70 --- 4 9:55 30 MIN 9.96 0.26 5 9:55 --- 6.70 --- e 10:25 1 30 MIN 9.98 0.28 PEROLATION RATE 107 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. Prec hole was presoaked. Test run for one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: ��\\` Date PANNONE ENG SVC, LLC - OF q� l FOR covsTRucnoN P.O. BOX 102954 ANCHORAGE, AK 99510 J R� " " qSl�) 6/4/1s PHONE (907) 272-8218 FAX (907) 272-8211 %y�p. �y�+ Scale NTS ... .. ....... / PJ.D. NO SOUTH HILLS, BLOCK 7, LOT 1 / 017-071-32 BRYAN DIPPING / Steven Pannone j PERMIT NO. 8136 RABBIT HILL DRIVE �� CE 8149 \ �< OSPI51234 SOILS LOG ANCHORAGE, AK 99516 (11� D ROFESSIONPV sheet 2 OF 2 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND BrJo.h J� l ao t n r. THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this _`Day of AqAusi of 20 IS , by and between i herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as located at (legal description). So�k�, N, I1& flock -1 La+l 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). 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 Anchorage Municipal Code (hereinafter, "AMC') 15.65. 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. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Eauinment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any 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. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: pvuan 3' b. Municipality: Director, Communijy Development or designated authoritf C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: (signature) �✓ 4an E i D o i ina (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoir)k instrument was cknowledged before me this 20� by ,`b((4 p \ MUNICIPALITY: LIM A111 �S Date ` AOTAgp ..P UBL1O Q \� ••.Ob_- y"o,E Expires" 1 �day of ) S� Date: name) Title: