PARADISE VALLEY BLK 9 LT 12A
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HomeMy WebLinkAboutPARADISE VALLEY BLK 9 LT 12AParadise Valley Block 9 Lot 12A #020-414-29 MOA has confirmed that the onsite systems have not been installed. DZimicipality of Anchorage P.O. Nm 190(M • Anchomgc, Alaska 9!Ri19-fifi50 • Telephone (907) 333 -MI • FICC (lK)7) 333'82(X) 3790 Dragaw Strecl • Anchomgc, Alaska R)5(r, w�t�c.nuutl.org Mayor 31ark Begich Building S1fctAl Dh-IslOil August 16, 2004 Michelsohn and Daughter 750 West Dimond Blvd Anchorage, AK 99515 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030318 Legal Description: Paradise Valley Block 9 Lot 13 •nIT Dear Michelsohn and Daughter: An On -Site Water/Wastewater Permit, number SW030318, issued by this office for a single-family system, will expire on August 18, 2004 This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sicerely,&WQ 7_� Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity J MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030318 Legal Description PARADISE VALLEY BLK 9 LT 13 Design Engineer: 0014 Anderson Engineering Owner Name: Michelsohn and Daughter Owner Address: 750 West Dimond Blvd EAGLE RIVER, AK 99577-0000 Date Issued: Aug 19, 2003 Expiration Date: Aug 18, 2004 Parcel ID: 020414-03 Site Address: Lot Size: 27432 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and dosed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. PRIOR TO AN INSPECTION REPORT BEING APPROVED BY THIS OFFICE, THE OWNER SHALL PROVIDE A RECORDED INGRESS/EGRESS EASEMENT FOR THE WATER WELL ON LOT 12. //21/04 PO R07- 4PPnvvr *5'-NU/L-r rVS*PFCTioAv Hr-ec&7- v, i7Kaur 4 fleLP TO C"rJ cA FiN.4L SGap�=S. Received By. Issued By Date: P - 7,0 - 03 Date: b 19 03 Municipality of Anchorage Development Services Department Building Safety Division i On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ZD ParcelLD. D1D U A 9—�� Permit Number$WG39j/ _ Property owner(s)_MichelsohnandDaughter Day phone -522,3375- Mailing address (1)750rWestSimond-Boulevard–Anchorage.AK.99515 Mailing address (2) Code Legal description (Lot, Block & Sub'd.) J-ots_12andJ3._Block9.3aradiaeyalley5ubdivision Legal description (Section, Township & Range) Lot Size Z1 (�3_Z._Acres/Sq.Ft. Number of Bedrooms -Four THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: sS0 Waiver Fees: Date of Payment: 8 -Os Date of Payment: Receipt Number: 3 Receipt Number: (Rev. 12100) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) July 27, 2003 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lots 12 and 13, Block 9, Paradise Valley Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lots 12 and 13, Block 9, Paradise Valley Subdivision intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The well will be placed on Lot 12 and the house and septic system on Lot 13 The attached Site Plan and backup documentation identify the location and configuration of the new well, septic system and alternate site and the parameters used in the design. Also identified on the plans are the location of the surface drainage, test holes and the wells and septic systems on the surrounding lots. Drainage arrows and spot elevations are shown indicating the current drainage patterns. The drainage patterns will be maintained after construction. The test holes placed on this lot revealed silty gravel with some sand. The percolation rate in the upper layers ranged from 3 minutes to 5 minutes per inch. Layers below 5' were tighter with more silt and percolated at a rate of 45 minutes per inch. No groundwater was noted in either test hole and none was noted during the monitoring period. We are proposing to place a 1,500 -gallon Advantex Treatment System with an add on lift station on the lot. Effluent will be pumped to a 5' wide by 40' absorption bed with 4' of gravel beneath the distribution pipe. Mounding will be provided over the trench to provide protection from freezing. We have designed the trench for an application rate of 1.5 gallons per day per square foot. A portion of the trench will be constructed in the upper looser material and the remainder in the tighter soil. The ground surface on the lot slopes as shown on the site plan from north to south at slopes ranging from 20% and above. The absorption trench will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any Lot 13, Block 9, Paradise Valley July 27, 2003, 2003 Page Two surface water and 100' from the well on this and adjacent lots. Some grading may be required to assure the separation distance is met from surface water. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 49th _X A* M.CNAEL E. ANDERSON 't,. No. CC -4381 j Z • g I� - Q cna •e � � 4b^ � 10 v yB 12A a I _ 1 JI 12 ° a e� ,OS3, 102.00 27 �� '°ft'°'° 13 � iye 26 15 1 h'1 ry 16 n^A',' 25 ry q 11j�N 24 =N 23 / 111.01 C% S 22 v* .... ��wQ,. '' / • 710.0. l.a v �~� �syy9 zr+ f� o t � 21 1 •WCM<FL [. A4CFRSON� � AREA MAP � s CE-4361 tis . �.. OO�r+of•, SCALE V- 1W N'9s8, .•��c,� LOTS 12 & 13, BLOCK 9 PARADISE VALLEY s Pw ed 12-�:.}.: �3 .:i.•y ; Alternate Re a. TH o 6� WQdeLin i'xEf f. Bedrroom ro• Depth Absorption ,`Op'ryo�• Home AQd n Trench 4f lotion 1.500 Collo Advantex -10. Treatment System 13 ry✓ ryonr gcY Co 1 4� ease ...OF w� •OF..... I :•• "• ...• • L SITE PLAN ®; p.: MICHAEL L. ANDERSON: v rSCALE 1• a 50' I� Jl� CE -4381 ���r�— I �mcl(f • NOTE' THE BOARD PM=TICN TO BE INSTALLED OVER THE SEFTC TANK h 1' BEYOND CN ALL SDES EXCEYf UNOflt THE ADVAN= MTER. THIS WtLL ALtO'N FCR HEAT TO ESCAPE FROM TANK t RISE TO THE MIER ABOVE D. /' A/ CAP— MAL r ABS S' ABS I C= OPTIONAL S= SM70H of S' we WER TMs CONMCLDON TO .Rm" OCD.D TO OFMCE DtC"AMN AdvanTexN Treatment System.'.." AX20 -Mode la 40x94Pod -- UFT �1Z,l Yi] I• � •i: �I II ;11 I�; I.. L,• : I BEDROOM k jl.l :TFIBERGLASS TANK I �;� V. SYSTEM SECTION NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. [T� a. ,y�a7a7•] A MICHAEL E. ANDERSON j y NoCE-418+ Jj LOT 13, BLOCK 9, PARADISE VALLEY SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House 5' Wide Trench System Perc. Rate: 45 Min./Inch Advantex Treatment System Application Rate: 1.5 GPD/SF 4' Drainfield Rock 4 Bedrooms X 150 GPD/1.5 GPD/SF (A lication Rate) = 400 SF Absorption Area 400SF/5 LF (Width)' .5 (Red. Factor) = 40 LF Trench Length THEREFORE: Construct a 40' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation In Trench to be 2' Below Original Ground Surface. Total Depth to be 6' Below Existing Ground. Maintain 100' Separation From Wells in the Area. Place 2' of Direct Bury Insulation and T of Fill Over Absorption Trench or Provide Minimum T of Cover to Prevent Freezing. Maintain 100' Separation From Surface Water In the Area. 1'6' 6" 4'0" Natural Backfill 5' F-1 Geotextile Fabric 4' Perforated PVC (Holes Down) Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Welts in the Area. Minimum 1 00'Separation From Surface Water or Streams. 3/16" Diameter 1.5' Spacing 27 Holes Total MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/WATER AND WASTEWATER PROGRAM 4700 BRAGAW STREET, ANCHORAGE, AK 99502-0605 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Michelsohn and Daughter DATE PERFORMED: 6/24/03 LEGAL DESCRIPTION: Lot 13 Block 9 Paradise Valley Subdivision 2 3 4 5 6 7 8 9 R 11 lu TEST HOLE # 2 OG/OL Becoming Denser More Silt Silty Gravel GM I• T BOH a f 20% WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: DATE: 7/15/2003 S L 0 P E SITE PLAN Romania 10% READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 7/1/03 3.19 4.31" 2 349 30 5.06' .75' 3 3.50 4.31" 4 4:20 30 4.97' .66' 5 4:21 4.31" 6 4:51 30 4.97" PERC RATE: 45 MIN./INCH PERC. HOLE DIAMETER: 6" TEST RUN BETWEEN 6.5 FT. AND 7.5 T. COMMENTS: Test Hole Pre Soaked Prior to Test. TEST PERFORMED BY: A. HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/26/2003 2 3 4 5 6 7 8 9 V 11 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/WATER AND WASTEWATER PROGRAM 4700 BRAGAW STREET, ANCHORAGE, AK 99502-0605 SOILS LOG — PERCOLATION TEST PROJECT #: PERFORMED FOR: Michelsohn and Daughter DATE PERFORMED: 6/24/03 LEGAL DESCRIPTION: Lot 13 Block 9. Paradise Valley Subdivision TEST HOLE # 1 OG/OL Silty Gravel GM ,4 Becoming Denser More Silt Silty Gravel GM BOH WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: DATE: 20% No None 7/15/2003 S L 0 P E SITE PLAN Romania 10% i READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP 1 7/1/03 2:12 7.62" 2 242 30 1.33" 6.29" 3 2.43 7.5" 4 313 30 1.41" 6 09" 5 3:14 7.5" 6 3.44 30 1.32" PERC RATE: 5 MIN./INCH PERC. HOLE DIAMETER: TEST RUN BETWEEN 35 FT. AND 4.5 T. COMMENTS: Test Hole Pre Soaked Prior to Test. TEST PERFORMED BY: A. HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/26/2003 PRESSURE DISTRIBUTION CALCULATION Elevation at Highest Discharge Point Pressure at Highest Discharge Point Liquid Level in Tank (Elevation) Diameter of Holes in Distribution Line Diameter of Distribution Line Hole Spacing in Distribution Line Length of Transport Line Diameter of Transport Line 0=12.4eV = 12.4(.1875)(.1875) TT- = .9748 GPM/Orifice = .9748 " 27 = 26.3 GPM TDH = (115-100) = 15 + .0192(26.3)(26.3) + 13.3 32.6' 115' 5' Head 100' .1875" (3116") 1.25" 1.5' 30' 1.5" + .000995(30)(26.3)x'$' (1.25)'" + 4.3 Therefore 27 Orifices in the Lateral @ 1.5' Spacing With 32.6' Total Dynamic Head. Orifice Diameter 3116" ���aettti QF . A tib:• k,.v 491H �OHAEL !. ANDERSON v CE .4381 ��r`� ,ORENCOSYSTEMS,INC 2826 COLONIAL ROAD ROSEBURG,OR97470 (503)673-0161 350.00 �...�_ � ENT PUMPS toll/2H »� + ...;msµ.. + { .:_ ..:._;.! I••-»�-"--' �_:.. 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J..,..L-}•• .N -S•••;�j{� _L•Y-{�•' +J-L_L_ -j- - JJ _i..i-:-�•-. 50.00 fill iii fill 3z.0 1 144 T. 0.00 0.00 5.00 10.00 15.00 20.00 25. 30.00 35.00 40.00 45.00 50.00 NET DISCHARGE, GPM ,ORENCOSYSTEMS,INC 2826 COLONIAL ROAD ROSEBURG,OR97470 (503)673-0161 ++ 2 tage' OOSIOSHH- s _ .. •,. vl Il*�V�:�� ; , •»- ,..� - -n•- , 20 OSI OS HHF-•5 sta' 1�' - � - ailabl'e flow �-?••r•t-: �Y w / 1/4" controlle ,ORENCOSYSTEMS,INC 2826 COLONIAL ROAD ROSEBURG,OR97470 (503)673-0161 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 13, BLOCK 9, PARADISE VALLEY SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new 1,500 Gallon Advantex Treatment System with an AX -20 -Mode 1a 40x94 Pod to serve a new four-bedroom home. System will be placed at the location shown on the Site Plan. The new septic system also includes the construction of a new 40' long X 5' wide X 4' effective depth absorption trench at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed at 2' below the existing ground surface. The total depth of the trench will be 6' below the surface. The new system must be placed a minimum of 100' from the existing well on the lot and those on adjacent lots and 100' from any surface water located near or on the lot. Grading may[ be required to divert any surface water and provide a minimum 100' separation between the surface water and all components of the septic system. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. The Advantex Treatment System must be installed in conformance with specifications and regulations furnished by the manufacturer, Anchorage Tank and Orenco Systems Incorporated. No variances from the manufacturer's specifications will be allowed without permission from the manufacturer and Municipal representatives. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Lot 13, Block 9, Paradise Valley July 27, 2003 Page 2 of 3 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 'Lot 13, Block 9, Paradise Valley July 27, 2003 Page 3 of 3 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. SAND GRADATION: 1. Sand used to level the new absorption bed must have the following gradation: 50% Passed the No. 4 Sieve 2% Passed the No. 100 Sieve 1% Passed the No. 200 Sieve 2. The sand source must be approved prior to use. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. ADVANCED WASTEWATER TREATMENT SYSTEM NL4INTENANCE AND REPAIR AGREEMENT MEMORANDUM' I OF UNDERSTANDING BETWEEN MUNICIPALITY OF ZA'ANDas�-'rE'2 't'HIS-MEMORANDUM-OF UNDr.RSTA14DEjG_ruade and entered hAu as of this day 20p'r by and between��4- t 45-= erein the "OWNER," and the Municipality of Anchorage, herein the ' iMIL IICIPAMTY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at G.>Y tf /3 t T '"� O� sr,� t'oc < at � -;,e 14 / Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or ftmction of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "A�NIC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC Patel of 5 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. C DAmnge,_A.ny_man-made or natural change in a systenuhat�v9uld inhibit the system from performing as designed. D. 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. E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment Systcm Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the Operating Permit, the requiroments.of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65. I Fee. Owner shall pay to Municipality an annual fee of (S "x.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. Pase 2 of 5 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is ---sold-ortitlers transferred b"wner-and-a-new-certificate-of-on-site-approval-is-issued-to-the new owner or transferee of the property. S. Alterations Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. 1llaintenance and Repairs. k. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's ANVWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: ANaugL- Page 3 of 5 . C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner ,agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, . maintenance and repair of the Owner's AWWTS. 7. Nonwalver. The failure of either party at any time to enforce. a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, .modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 -------B.—For-the-purposes-of-any amendment modification -or -change -to the - terms -and -- conditions of this contract, the only authorized representatives of the parties are: Owner. Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. I STATE OF ALASKA THIRD JUDICIAL DISTRICT The foregoina instrument was the Municipality of Anchorage. MUNICIPALITY: By: Tide: C1 ✓✓��.`�^J /reER Date:W/Q 03� sQ s= °' a 2003 ge * '1 day of Ul-QST , 2e t, by on behalf of 6zilf Wz� t�� NOTARY PUBLIC FOR ALA KA Page 5 of 5 �-Y-ff*'-� 67A0/;�Cv V My Commission -expires. -- RichatdWSSIGNMENT\AAACode Addendum AMC 15.65 (N00-02511kMemonnudm of Understanding Version Vl.doe Nee 6 of 5 CJ .. 'r a` Nee 6 of 5 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 MEMORANDUM DATE: August 14, 2003 TO: Dan Roth FROM: Mike Anderson, P.E. SUBJECT: Lot 13, Block 9, Paradise Valley Subdivision Homeowner's Agreement The homeowner's agreement for the septic system to be constructed on the subject lot is attached. We are requesting the ingress/egress easement be submitted with the as -built documentation so the exact location of the well can be identified. Municipality of Anchorage Development Services Department p +� Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: MICHAEL E ANDERSON Legal description: PARADISE VALLEY SUBDIVISION BLOCK 9 LOT 13 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ® Incomplete; missing PROPERTY OWNER AGREEMENT ® Incomplete; missing NEED AN INGRESS/EGRESS ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ❑ Other. Name of reviewer: DAN Date: 8/11/03 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK ALA KA' ./IROFImeF1TAL COF/TROL IFIL l ~aqin¢¢ria§ $ ~atNronm...ntal $1ucJJcs MUNICIPALITY OF ANCHORAGE FNVIRONM2NTAL PROTECTION November 14, 1983 Don Setters P.O. Box 1248 Eagle River, Alaska NOV 8 99577 RECEIVED Dear Mr. Setters: On March 14, 1983 my company drilled on Lot 13 Block 9 Paradise Valley Subdivision. The soils log that was made at the time indicates refusals at 6.5, 8, and 15 feet. The refusals at 6.5 and 8 feet were caused by large cobbles as indicated on the soil log. The refusal at 15 feet could have been caused by cobbles or by bedrock. Further drilling would be required to determine the cause of for refusal at 15 feet. The Municipality of Anchorage will require your on-site septic system be placed at a depth no greater than 9 feet if there is bedrock at 15 feet. I would recommend further exploration with a backhoe when the septic system is being constructed is a greater depth is desired. Sincerely, Jim Green Civil Engineer 1200 Wesl 33r(I Aue,u¢, $uil8 ~ · Anchoraq¢. Alaska 99503 · (907) 276J361