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HomeMy WebLinkAboutKIMBERLY MANOR BLK 1 LT 13Kimberly Manor Block 10A Lot 12 017-074-52 EXPIRED PERMIT � " AZtmicipality of Anchorage = PA. Nis 19 f 90 • :Xnchural.,C, .Va%ha �Y)o19-(j(Z) • Telephone (4X07) 548-&iQl • Fav (4X)71 iia 521X) s • IT 47(X) lirnaw Street • Andmr gc, .Alaska 99. 7 T%im.nnmLorg Mayor .Dark Begich Buildin.4 Safety Division 10/7/200.3 Ed Warner P.O. Box 140307 Anchorage, AK 99414-0307 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW030317 Legal Description: Kimberly Manor Block 1 Lot 12 Dear Mr. Warner: An On -Site Water/Wastewater Permit, number SW030317 issued by this office for a single-family system, expired on August 18, 2004. The 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. When applying for a new permit, the fees are: 5460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, P' ). yJ� Daniel J. Roth Manager On -Site Water and Wastewater Program Enc: Copy of permit ColllmullUg, Secui tJ, Prospei ty r qui C)3 q a N MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & 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: SW030317 Legal Description: ](IMBERLY MANOR SUBDIVISION BLOCK 1 LOT 12 Design Engineer: 0014 Anderson Engineering Site Address: NHN UPPER DEARMOUN ROAD Owner Name: ED WARNER Lot Size: 35200 SQ. FT. Owner Address: PO BOX 140307 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, A 99414-0307 This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank F-1 Privy Q Private Well E) Water Storage Date Issued: Aug 19, 2003 Expiration Date: Aug 18, 2004 Parcel ID: 017-074-52 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 closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: > U 03 Date: '941 ?j 19 0: Municipality of Anchorage Development Services Department Building Safety Division On -She Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anch orage.a k.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0/7-074 nS2 Permit Number swsj0.7 Property owner(s) Ed Warner Day phone 441-14(27 Mailing address (1) r o Box t4o3o7 Ancharmae AK 99414 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) 10* 19Block t KimberlyManor Subdivision Legal description (Section, Township & Range) Lot Size 3 Z 20 Acre q.Ft. Number of Bedrooms Four (4) THIS APPLICATION IS FOR: 11 Sewer Only 171 Only 13 Sewer and Well ® Water Storage Water Sewer Upgrade ❑ THIS PROPERTY CONTAINS: 11Hot Tub ❑ Jacuzzi El Swimming Pool ❑ Water Softening Unit Therapy Pool ❑ I 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: Date of Payment: Receipt Number. (Rev. 12M F Waiver Fees: Date of Payment: Receipt Number. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 R22-7773 522-6779 (FAX _ August 3, 2003 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 12, Block 1, Kimberly Manor Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 12, Block 1, Kimberly Manor 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 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 2' were tighter with more silt and percolated at a rate of 45 to 60 minutes per inch. Materials below 6' became virtually impervious. 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 40' long x 20' long absorption bed with 2' of coarse sand to replace removed organics and elevate the bed 1' above existing ground. Insulation will be required along with 2' of fill to prevent frost penetration and freezing. Some grading will be required to insure surface drainage is away from the new septic system. The ground surface on the lot slopes as shown on the site plan from north to south at Lot 12, Block 1, Kimberly Manor August 3, 2003 Page Two varying shallow slopes. The surface drops approximately 3' at the midpoint and then again flows toward the southwest corner of the lot. The absorption bed 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 surface water and 100' from the well on this and adjacent lots. If the system is constructed in accordance with our design the following statements apply: I. 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, VA_� Michael E. Anderson, P.E. Attachments MICHAEL E. "MR! 6.4 No. EE -41811 Up er De Armoun Road 150.00 . •�' �' I Proposed I Well 12 I cq Bedroo 2 cr)� Home I o N I N N T566 500 Gallon /ldvantex Treatment Systel TH ® with Ult Station I I 13' -------- i 20' =ARemate [_____ - ®2 I W ,'No � 1= I e 3011, 010/ Area to Drain Grade Away From Bed Area 1lY Utility Easement alit SITE PLAN SCALE t' 50 �...r j• t•r •••• • ♦ MIQMELENleERSOa j ♦i ' ♦♦ j�� No. eeuei ♦♦♦�/,4�fESS1Q���•••• LOT 13, BLOCK 1, KIMBERLY MANOR SUBDIVISION �a""'���� NOTE: THE BCARO BISUTATICN TO BE 2W DYER THE SEPTIC TANK t 4' BEYOND CN ALL SIDES EXCEPT UNDER THE A AUDW To J �CTH T RRL To THE rlLTER ABOVE IT - 6* .1.+ Ci FINAL CiErYP r .• AB! CLU© AdvanTex" Treatment System AX20 -Mode la 40x94Pod `— IIIIIii M -M urr 9�U;iIII�I�P�s1�I���Ps11 INLET S=smina+ or I• WC OOt S7$ To rCOMFRonoc I 8:j; 13 BEDROOM I:ILJ I SIMI�I FpOTECO I!; FIBERGLASS TANK t I. j; yCIG 'to WCE �. I:� 1•� I I I•i� SYSTEM SECTION NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. gWNr= —4! _49th••�•i' f%h MICHAEL I t� c�ss� No. cE-.3s+ raa� LOT 12, BLOCK 1, KIMBERLY MANOR SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House 4 Bedroom Advantex Treatment System Perc. Rate: 48-60 MinAnch 1.500 Gallon Combination Tank Application Rate: 1 GPD/SF 2' Coarse Sand Bed 4 Bedrooms X 150 GPD/1 GPD/SF (Application Rate) = 600 SF Absorption Area 600SF/20= 30 LF Bed Length THEREFORE: Construct an oversized bed 40' Long x 20' Wide x 1' Effective Depth Absorption Bed. Flow Line Elevation in Bed to be 1.5' Above Original Ground Surface. Total Depth to be 1' Below Existing Ground. Maintain 100' Separation From Wells in the Area. Place 2' of Direct Bury Insulation and 2' of Fill Over Absorption Bed or Provide Minimum 3' of Cover to Prevent Freezing. Place 4' of Cover Over Septic Tank. 4 2 1.25" PVC (Schedule ( I— 2" Insulation Cover Drainfield Rock Geotextile Fabric 1 o 0 0 App�pwe&*atse';$2nd ro n Remove Organics to Underlying Soil 2.5' 5' 5' 5' 2.5' 20' TYPICAL ADVANTEX BED SECTION NOTE: Grade Area Over Trench to Drain Away. J a Minimum 6' Separation From Bedrock. �•• Minimum 4' Separation From Groundwater. �1 Minimum 10' Separation From Water Service Line. 00. ag Minimum 100' Separation From Surface Water or Streams. , MICMELENIDER No. CEa l MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: Ed Warner DATE PERFORMED: 7/9/2003 PERFORMED FOR: LEGAL DESCRIPTION: Lot 12 Block 1 Kimberly Manor TEST HOLE # 1 SLOPE G Sand Gravel �rmeable Silt of 69th BOH - 16' WAS GROUNDWATER NO S ENCOUNTERED? DEPTH OF WATER NET DROP L IF YES, WHAT DEPTH? 0 6.75' P DEPTH OF WATER None E AFTER MONITORING: 6.125" DATE: 7/16/2003 Recharge 5:16 w "tLuoasav No UAXI SITE PLAN Upper De Armoun Road N THIO TH2 0-3% READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 7/9 4:45 6.75' i 5:15 30 6.125" .625' Recharge 5:16 6.5' 2 5:46 30 6' S' Recharge 5:47 675" 3 6:17 5. PERC RATE: 60 MIN./INCH PERC. HOLE DIAMETER: 6. TEST RUN BETWEEN 25 FT. AND 3.5 T. COMMENTS: Test Hole Pre Soaked Prior to Test. Material From 6' Down impervious TEST PERFORMED BY: MEA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/14/2003 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 000 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Ed Warner LEGAL DESCRIPTION: Lot 12 Block 1 Kimberly Manor TEST HOLE # 2 IG Sand e Gravel ermeable Silt BOH -16' WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: DATE: 7/14/2003 49th s^� Kwtt [. AMX*SOM No. [[41[1 L 0 P E DATE PERFORMED: 7/9/2003 SITE PLAN Upper De Armoun Road N TH10 TH2 0-3% READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 7/9 5:11 7.12S' 1 5:41 30 6.5' .625" Recharge 542 7.2S" 2 6:12 30 6.625' .625" Recharge 6:13 7.125" 3 6:43 30 6' FERC RATE: 4_ MIN./INCH FERC. HOLE DIAMETER: 6' TEST RUN BETWEEN 20 AND 30 T. COMMENTS: Test Hole Pre Soaked Prior to Test Material From 6' Dawn Impervious TEST PERFORMED BY: MEA I, MICHArL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/14/2003 PRESSURE DISTRIBUTION CALCULATION Elevation at Highest Discharge Point 106' Pressure at Highest Discharge Point - -- 5' -Head - -- Liquid Level in Tank (Elevation) 100' Diameter of Holes in Distribution Line .1875" (3116") Diameter of Distribution Line 1.25" Hole Spacing in Distribution Line 1.5' Length of Transport Line 15' Diameter of Transport Line 1.5" 12.4(.1875)(.1875) f5 .9748 GPM/Orifice _ .9748' 32 = 31.2 GPM TDH = (111-100) + .0192(31.2)(31.2) + .0009 95(15)(31-2) 1. SS' 11 + 18.7 + 1.3 31' Therefore 32 Orifices, 8 in Each Lateral @ 4.375' Spacing With 31' Total Dynamic Head. Orifice Diameter 3116" a%%%l11'. OF > * 49 TIl MIUTAEt [. ANDERSON . �. CE .4381 � �! �0 P••....••*`0w ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 12, BLOCK 1, KIMBERLY MANOR SUBDIVISION GENERAL: I. The scope of this project includes the procurement and placement of a new 1,500 Gallon Advantex Treatment System with an AX -20 -Mode 1 a 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 20' wide X 1' effective depth absorption bed at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed at 1.5' above the existing ground surface. The total depth of the trench will be 1' below the surface. 2' of coarse sand will be required to replace organic material removed and to elevate the mound above the existing ground. The new system must be placed a minimum of 100' from the proposed 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 drainage away from the new 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 Lot 12, Block 1, Kimberly Manor August 3, 2003 Page 2 of 4 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. 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: 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. Lot 12, Block 1, Kimberly Manor August3,2003 Page 3 of 4 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). 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, Fernco, 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. Lot 12, Block 1, Kimberly Manor August3,2003 Page 4 of 4 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 NUINTENANCE AND REPAIR AGREEMENT AIENIORANDUM OF UNDERSTANDING BETWEEFUNICIPALITY OF ANCHORAGE AND tbvuatrd Sart\-Qsr '1HIS MEMORANDUM OF UNDEKSTAivTiuvG iu8ue di!u c!!tc!c=i iniu as ui this /o? day of c U 20 , by and between Eb. vx.� bC�a r. .— ,herein the "OWNER," and the Municipality of Anchorage, herein the 'MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTENIS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System M �l i (AWWTS), described as , located at 1, 7' U ✓: ,%� r'YYI p� ►!! Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or finction 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 ow=ner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "ANIC") 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 Paae I 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. Damage. Any man-made or natural change in a system that would 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 AWIhrTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. . Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the Operating Permit, the requirements.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 ($,Z00), 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. Pane 2 of 5 4. Term. The term o tis emoran um of n ersfandin; shall be for the lite of t� _ 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-or-title-is-transferred by�owner and anew certificate of on site approval is issued to the new owner or transferee of the property. 5. 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. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during"the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply 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: 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. Nonwaiver. 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 changc to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner. Ltlwarl j �,ilcr ran Qa- _._Anchorage: Purchasin¢ 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. ONVI\'ER• MUNICIPALITY: By:yi By; Title: G Vd F Date:ae(3 O 3 Date: gizamz STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this a day of A✓cusT , 2003, by the o, uFrL- of tlec�ao on behalf of Municipality of Anchorage. STATE OV - LASKA ]VOTARY PUBUC � NOTA PUBLIC FOR AL KA Amy A. WNtkspMm MrC*WOAWG.rwJA o►!eM Page 5 of 5 MyCommission expire�� v06 Riclwrd\ASS1GNMENTAAACode Addendum AMC 15.65 [N00-0257Mcne mnudm of Understanding Version Vl.doc I ASi2AJO 30 3TAT2 IsWWI YcITOO tnO0%'ni:I#W .A VOMA Pase 6 of5� 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 1, Kimberly Manor Subdivision Homeowner's Agreement Attached is the homeowner's agreement for the septic system to be placed on the subject lot. The owner has determined he will not be constructing his own system based on information received from Lowell McNutt at Anchorage Tank. Municipality of Anchorage Development Services Department +1 Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: MICHAEL E. ANDERSON Legal description: KIMBERLY MANOR SUBDIVISION BLOCK 1 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 ❑ 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. THE PROPERTY OWNER IS NOT ALLOWED TO CONS Name of reviewer: DAN Date: 8/12/03 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Edward J. Warner 1317 E. 72'd, Avenue Anchorage, Alaska 99518 Municipality of Anchorage Building Safety Onsite Water and Wastewater Section Attn: Jim Cross Dear Sir. Please consider this request to allow that I install my own wastewater system at 7540 DeArmoun Road under the supervision of Mr. Mike Anderson of Anderson Engineering. I have experience in installation of tanks. I currently am a fire sprinkler contractor and we install underground tanks quite frequently for water supply to these systems. Also, from 1968 to 1982 I owned and operated a company in Portland, Oregon that performed installation of underground water, and sewer mains, as well as site preparation, including septic systems. Before graduating from high school I worked with my father for many years and his entire business consisted of installing on site septic systems including, sand filter systems, and mound systems. Please call me at my office if you have any questions. That number is 349- 1490. Sincerely Yours, Ed ward . Warner r'', r'` ALASKA E,,ilROf1mMAL COnTROL SEr,.4ES, InC. Enginterinq 6 Enuironmenlal Studies August 2, 1985 Department of Health 6 Human Services 825 L. Street Anchorage, Alaska 99501 Attn: Russell Allen � Municipality of Anchorage Files RE: Lot 12, Block 1 Kimberly Manor Subdivision T12N R3W Section 25 MOVICIPAurr ' E ROS f FAITyChOk4Gg O � pROTEdT0 RFcEl �N QED AECS. Inc., performed a percolation test on the subject lot on July 24, 1985. The test was run at 1.5 to 2.0 feet and rated the soil at 55.6 minutes/inch. An engineer designed, mounded system will be required for the installation of a septic system on this lot. Depending upon planned house elevations, a lift station will probably also be required. If you have any questions, please call. Sincerely, Dennis Roe Soil Scientist Approved by: Leroy Reid JY., PhD., PE Pres' ent 1200 West 33rd Autnue. Suitt B • Anchorage. Alaska 99503 • (907) 561-5040