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HomeMy WebLinkAboutMOUNTAIN SHADOWS BLK 2 LT 4Mountain Shadow Block 2 Lot 4 #017�401 � 17 Municipality of Anchorage Development Services DepartmentBuilding Safety DivisionOn-Site 4;' Water &Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report 017-401-17 Permit Number. SW060318 PID Number. Nome: Wastewater System: ❑ New ■ Upgrade EILEEN FRISON Address: ABSORPTION FIELD 12925 JEANNE ROAD p ANCHORAGE, AK 99516 Phone: No. of Bedrooms: 3 O Deep Trench ■ Shallow Trench ClBed ClMound OOther (907) 258-2000 : LEGAL DESCRIPTION Ems; Tad Dpte fn h erlpad g ^ 3.0 Gn/sa. n SEE DWG. in. Block: Lot: SubdMition: D.,th to pboeom hem "q pea.: 0. areal opm b.nwlh pip.: 4 2 4 MOUNTAIN SHADOWS SEE DWG. n n Township: Range: Range: — Section: — ial eaa.a obw. 0"primp: SEE DWG. rL Ge..l WpU: 20 n ore.« ei - lVurribM d tk...: adeea. tNb«n lw.: WELL: ❑ New ❑ Upgrade 5 n 1 n CWMJ"bm P t.. Ae,C): Total D.PftCoW T.' Told abwrPum prep: 200 Pp tel ' D 3034/ F-810 n so. FL •ua: stabs watt 1",.I: kat~ A+ HOME SERVICES Data InfA a: 10/6/2006 n �X\S�\\�I Pamp s.t At: cows Hoot Aaaw �: TANK tp� n L SEPARATION DISTANCES 0Septic 0Holding 0S.T.E.P. ■other io Septic Absorption lift Holding ' /Pri.et. =N===[ANCHORAGE paa'" " °°�p1N:500 From Tank Field Station Tank S.w.r linea umWr d C..Portm w Well 100'+ too'+ 100'+ — 25'+ STEEL 1 Surface Water 100'+ too'+ 100'+ — — LIFT STATION Lot Une 5'+ 10'+ 5'+ — — si.. In pdbnc Yorwfeclurr. 500 ANCHORAGE TANK p on bvd d: eft b d: High wd.r dorm at: Foundation e04' t0'+ 5'+ — — TIMER TIMER 47" Pr"^p Md • Y : cwcwd k..p.ab pwla In, Curtain Drain NONE KNOWN 020 OSI 05 HHF M.O.A. BENCH MARK Remarks: 'THIS IS AN ADVANTEX TREATMENT SYSTEM tacebeh ow D.wlpbon: BOTTOM OF SIDING ® POINT "B" LOWER DRAINFIELD COMPLETELY ABANDONED AND 15' OF UPPER TRENCH ABANDONED WITH SILT PLUG. A.sae: 100.00 n **SEE ATTACHED WAIVER REQUEST EMaIHEE"SEAL Inspections performed by: GEG, Ltd. Dates: 1st 10/6/2006 0000E p 2nd 10/6/zoos ......... QOO vo 3rd — 0 Development Services Department Approval�. .... 4 000 . : Reviewed and approved by: DateJe r y A. ss� 0 QQ 79:O (53 ...,Ii co,�00 0. 1.7/�QQd Profession°ao ' 47 VV .cry 1 Reviewed and approved by: Date: 4400000 (a«. 4/os) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS' November 7, 2006 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Waiver request for Mountain Shadows Subdivision; Lot 4, Block 2. To whom it may concern: During our inspection it was noted that the septic tank was too close to the foundation. The septic tank was installed by the owner on 9/13/2004 and inspected by Pannone Engineering. Per previous coversations with your department a verbal approval was given for the waiver from the septic tank to the foundation. If you have any questions, please contact us at 337-6179. Thank M.S. WAIVER FEE: 17 S n rti PAYMENT DATE: RECEIPT #: 0 g 7 C)o 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246Website: www.gamesscngincering.com PERMITAS-BUILT DRAWING PARCEL ID 1 I SW0 NUMBER: D17 -4D1-17-17 SW060318 TOP OF TANK . 98.51— POD LOCATION IS AT THE SIDE OF LIFT STATION INVERT OF i 97.89 FILTER FABRIC 500 GALLON STEEL ADVANTEX TANK OF ADvANTEx POD 102.55 (AVC.) FINAL GRADE 99.76-100.36 ULe— RELATIVE ELEVATION OF BEDROCK - 88.60 L GRADE 101.72 P OF TANK . 98.53 INVERT OF PIPE . 96.60 (AVG.) BOTTOM OF TRENCH AND INVERT OF PIPE TAKEN BY STEVE PANNONE P.E. )TTOM OF TRENCH . 92.60 (AVG.) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS M! c Tuof .nVl, fort /m • wowcc AR ffor • wnt 1fa�isa-f'r • ru Onn+s-aty • �vae ....�....... ' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: EILEEN FRISON 258-2000 3 OF 3 DRAWN BY: LEGAL DESCRIPTION: C.J.G MOUNTAIN SHADOWS SUBDIVISION; LOT 4. BLOCK 2, DATE: . TYPE OF WORK: 3/12/2 PROFILE AS -BUILT OF SEPTIC UPGRADE (Rw.01N5) ....... ey . rness: CE -79 3 •3�T.a�•4�Aoo 3/12/2006 J.L.M./J.N.T. GAL DESCRIPTION: MOUNTAIN SHADOWS S D• LOT 4, BLOCK 2 TYPE OF WORK: SEPTIC SYSTEM UPGRADE ASRUILT NUMBER: 58-20 O N —I O . = i- N �z � -I W z 0 0 • C) J g _ ZZ p W 0A .p D to m QO N N N N z Viz\ \\ 0o Qz om -I / �g x 0 m. \ / z 0O O' G \ \ / r cn J 3/12/2006 J.L.M./J.N.T. GAL DESCRIPTION: MOUNTAIN SHADOWS S D• LOT 4, BLOCK 2 TYPE OF WORK: SEPTIC SYSTEM UPGRADE ASRUILT NUMBER: 58-20 O N —I O . = i- N r r -I W Cn W J N J p W J OO .p D N N N N CO -I v cn r cn J GARNESS ENGINEERING GROUP, Ltd. CCNSULTANTS &CEN ERAL CON TRACTORS 0. L R10]L LOM LIR bl YOl1MR. L MfOf AE.L Mn 311ti.1VIs IMN b OM . LDs1C w���W� PACE: 1 OF 3 OF / :.:..�.. ......... ..:...-. I J If A. Game CE1-401 AdG I �n - _p0600 00 GARNLSS ENGINEERING GROUP,, Itcl �: 4 y*pp 3701 C T11001i RJ1°. iunc 101 •• p T . CONSULTANTS& GENERAL CONTRACTORS w¢lorucE. M4 YY90I • v1a"r: Y° I-�i7Y • lvl Y°7 D SOIL LOG — PERCOLATION TEST ... ..............0 LEGAL DESCRIPTION: MOUNTAIN SHADOWS SUBDIVISION; LOT 4, BLOCK 2, ,p '. ff y . G ness. C 75a PERFORMED FOR: EILEEN FRISON DATE: 258-2000 DEPTH) 4�44�0Fore slo 400oo�00 TEST HOLE 1 1 SOIL CLASSIFICATIONS 2 I GW = ORG Nn 3 :r:1t GP ML GM CL 4 GC OL >— °° °°° o SW MH J "�'• : SP CH 5 Z SM OH SEE ATTACHED 6 O SC AS—BUILT DRAWING 7 n DEPTH TO DATE Lv GROUNDWATER 8 ry 9 0 SCALE: LL N 10 LL LIJ 11 12 z 13 14 1s U (Y 16 W In 17 18 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: — PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/5/2006 1 2:10 — 6" — 2 2:20 10 4' 2" 3 2:20 — 6" — 4 2:30 10 4" 2" 5 2:30 — 6" — 6 2:40 10 4" 2" 7 2:40 — 6" — 6 2so 10 a" 2" 9 2:50 — 6" — 10 3:00 10 4" 2" 11 3:00 — 6" — 12 3:10 10 4" 2" From AppliedMicrosystems Tue 10 Oct 2_006 05:10:48 AM AKDT Page 1 of 1 MUNICIPALITY OF ANCHORAGE, BfftD AG SAFETY DIVISION 4700 SOUTH BRAGAW INSPECTION INFORMATION & HELP: 343-7982 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 www.muni.org/BSD/Inspections.cim. NAME: none PERMIT*: 06-9232 COMPANY: ed's electric INSPECT DATE: 10/10/2006 PHONE #: 272-4591 PHONE #: PHONE *: ADDRESS: 12925 JEANNE RD LOT 4 BLOCK 2 SUBDIVISION: MOUNTAIN SHADOWS GRID *: SW2841 COMMENTS or DIRECTIONS call to meet�� TYPE OF INSPECTION: Other Electrical COMMENTS: (FOR INSPECTOR USE ONLY) PRINTED NAME Gln DATE: Netw 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 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 28, 2006 Expiration Date: Sep 28, 2007 Permit Number: SWO60318 Parcel ID: 017-401-17 Legal Description: MOUNTAIN SHADOWS SUBDIVISION BLOCK 2 LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: EILEEN FRISON Owner Address: 12925 JEANNE ROAD ANCHORAGE. AK 99516 - Site Address: 12925 JEANNE ROAD 'Lot Size: 18954 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Q 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 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. 5. The following special provisions. THE SLOPE OF THE DRIVEWAY IS NOT TO EXCEED 11%. THE RESERVE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST DURING THE CONSTRUCTION OF THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP PENDING ONSITE REVIEW AND APPROVAL. Received By: Date:2///-? U Issued By. �()�,�L44/� Date: R Zg O Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. D12-901- 1q Property owner(s) Ms. Eileen Frison Day phone 258.2000 Mailing addressP 0 Box 101254 Anchorage AK Zip Code 99510 Site address 12925 Jeanne Road Zip Code 99516 Legal description (Sub'd., Block & Lot) Lot 4 Block 2 Mountain Shadows SID Legal description (Township, Range & Section) Lot Size 18,954 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ED Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ 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. Pannone LLC (Signature of property owner or authorized agent) Permit/Rush Fees: .W460 Waiver Fees: P75 Date of Payment: %/3106 Date of Payment: 721/06 Receipt Number: g 3q 66 PMtU Receipt Number: 33966 A��✓ (Rev. 11/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS September 19, 2006 Municipality of Anchorage Development Service Department On -Site Water R. Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Attention: Dan Roth Ref: Revisions to the Septic System for Mountain Shadows S/D; Lot 4, Block 2, Mr. Roth: It is our understanding that the referenced property had a septic system installed on the property on 9/13/2004 and as -built documentation was submitted to your department. It is also our understanding that your department reviewed the as -built documentation and determined the installation to be deficient. We have been hired by the property owner to provide an engineering solution. A site visit and an in -office meeting were performed with one of our representatives and with two of your staff members. The deficiencies which currently prevent MOA approval are slope issues and separation to bedrock. In order to achieve the required slope setbacks, we have revised the septic system to incorporate the following items: I. We are proposing to install an approved Category III Advantex Treatment System in order to reduce the drainfield size and to obtain a vertical separation distance waiver to bedrock. 2. We are proposing to use the upper trench that is currently a 35 foot long by 5 feet wide that has an effective depth of 4 feet. We are proposing to abandon 15 feet of the southeast end of the trench. 3. We are proposing that the lower trench be completely abandoned due to the fact it does not and cannot meet the slope requirements. 4. An alternate site is shown on the design drawing uphill from the existing trench. The following is additional comments regarding the proposed installation: 1. SOILS AND WAIVER REQUEST TO BEDROCK: As you are aware, Steve Pannone has logged three test holes on this property which your department has copies of theses logs. Per your request, a confirmation test hole was excavated between the trenches in order to confirm soils and the bedrock table. On 8/22/2006, our representative, Susan Oswalt, had a test hole excavated between the two trenches. Based upon her visual evaluation, the soils classification appeared to be consistent with Pannone's soils log. However, based upon elevation taken from 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamcsscnginecring.com the bottom of the uphill trench and the bedrock/fractured bedrock table found in this test hole, there was only 4 foot separation. We request that your department waive the vertical separation from bedrock to 4 feet. Justification for this reduced separation distance is summarized as follows. The effluent being discharged to the drainfield is from an Advantex Treatment System, which has CBOD and TSS levels that are expected to be less than 15 mg/L. In addition, the total nitrogen levels are expected to be less than the effluent from a lined Intermittent Sand Filter (effluent from an ISF can be discharged into a drainfield that is only 4 feet from bedrock and impermeable soils) There will still be a 4 feet separation distance between the bottom of the drainfield and groundwater There will be no discernable benefit (reduced BOD, TSS, or total nitrogen) achieved by passing the effluent through 6 feet of soil vs. 4 feet of soil. It is generally agreed upon that the pathogen reduction occurs within the first 4 feet of soil; hence the 4 feet required separation distance to groundwater. It is reasonable to assume that by the time the effluent passes through 4 feet of the insitu 13.3 minute per inch soil that the BOD, TSS, and fecal coliform levels will be essentially zero (0). 2. TRENCH DESIGN CRITERIA: a. Percolation Rate: 13.3 minutes/inch b. Proposed Application Rate: 3.0 gallons/day/ftZ c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 150 ftZ f. Total Depth: 6 feet (per Pannone's inspection report) g. Effective Depth: 4 feet (per Pannone's inspection report) It. Width: 5 feet (per Pannone's inspection report) i. Reduction Factor: .50 j. Minimum Length: 20 feet long (15 feet removed from existing 35 foot trench) k. Effective absorption area = 200 ftZ 3. ALTERNATE SITE DESIGN CRITERIA: a. Percolation Rate: 13.3 minutes/inch b. Proposed Application Rate: 5.0 gallons/day/ft2 e. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day f. Minimum Absorption Area: 90 ftZ f. Total Depth: 3 feet g. Effective Depth: 0.5 feet h. Width: 5 feet i. Reduction Factor: N/A j. Minimum Length: 18 feet long k. Effective absorption area = 90 ftZ 4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessenginecring.com 5. TOPOGRAPHY AND WAIVER REQUEST: As you are aware, there are significant slope concerns on this property. Attached is a cross section detail which shows the existing grades and the proposed changes to be made. We are proposing that 35 feet below the primary trench be filled and graded to less than 25 percent. We request that the 50 foot separation distance be waived to 35 feet from a slope greater than 25 percent. Given the porosity of the soil, the use of the Advantex treatment system, and the system being used sporadically the last two years with no indication of surfacing effluent, it is our opinion that there is minimal risk with the granting of this waiver. 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 M.S. NOTE: a design drawing, a cross section detail, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Far: (907) 338-3246 • Website: www.gamcssenginecring.com 18/2006 ■S 4 � 0 Ni y � Nit �v I a I8 P4 us i �I�,—d b4od�40 ouL P OF �4 49 WN BY: ............ .............. J.L.M. r� �.................... ...... Q J f y Gorn s: 4 BLOCK 2 GARNESS ENGINEERING GROUP, Ltd. pQ���' CE 79 T3 `�.. CCN3ULTANi GENERAL COWTFACTOP3 L GRADE c m wa m w...oer. a w.or waw een m -.awn.° s+N ay rr • o�c ....,.. � �Q�°�°dP111 �� PHONE NUMBER: PACE: QQO4OpOsQOoo� 258-2000 1 OF 2 9/18/2006 IN S J.L.M. BLOCK N OF SEPTIC SYSTEM REVISIONS PHONE NUMBER: GARNESS ENGINEERING GROUP, Ltd. �CCNSULTANT3 &GENERAL CONTFACTOF3 OF 2 Alunieipality Of Anchorage $G ,.�lYw i 1'11. 141] ISX ileill •.ludlum>;.,.\Ia.6a lXli l'L(i(4i11 • 97(X1 ltm;;aa tiv.r( flllicc: 0X)7):"3-KI(11 • F:u: (!X)71 a1a-KLNXI ),It I,://%% iter muni.org Development Scr-Oces Departnienl Mayor Mark Bcgicll July 22, 2005 Eileen Frison P.O. Box 101254 Anchorage, AK 99516 RE: Encroachment: Well Block 2, Lot 4, Mountain Shadows Subdivision, Grid 2841 p1C Il( COQ., SGi. A�11:1:L�1 Department Dear Ms.Frison: The Right -of -Way Division has reviewed a request for a letter of non -objection to an existing well, which encroaches 15" into the 10' Utility Easement on the eastern property boundary. On the as -built survey dated March 27, 2005, submitted with the request, the petitioner has shown the well. This letter of non -objection is issued with stipulations, and by using it the petitioner is agreeing to the following: I. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of non -objection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. 5. Obtain letters of non -objection from the following utilities: ®Anchorage Water & Wastewater Utility ®Chugach Electric Association, Inc. ®Alaska Communications Systems ❑Matanuska Telephone Association ❑Matanuska Electric Association, Inc. 0Enstar Natural Gas Company NGCI Cable of Alaska ❑Municipal Light and Power ❑Eyecom (Girdwood cable TV) All letters of nonobjection should be retained in your permanent files. Should you have any questions, please call me at 343-8033. Sincerely, ��— lack L. Frost, Jr. Right of Way Supervisor Concur, Property Owner(S) . : ConlJJutmi.y, Securhy, Prosperity ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND JE1LEEN FtelSO" THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 21? Day of SEPT, of 2006, by and between _,P I L FEN Fief soA/ herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as APV14A1 MX located at L. CT 4 QL OCR 2 12 9 2 S ilAawi IPR, Anchorage, Alaska. /4T, 5N4006-3 Xu O. 2. Definitions. A. 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. Prior to performing any alterations to an AW WTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. 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: Mamtenaace 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 System Operating Permit.' An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ZERO ($—Q! 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. 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 or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional F.guinment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the 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 AWWTS 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: AVOUAL 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 system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. 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 effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: E/L F&V FIV/SCA-1 Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By:E�• Date: G•7$m(e MUNICIPALITY: By: DAA.*#P•L r. RGTW Title: P0,04, k 6At h A9+tE Date: 9 A PJLO G STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this X day of, /✓lb /t ) 206t,, by fi /I J-A� , JA -z -" c, , the Af-ij Altmicipality of Anchorage I'Wi l O. 5K Ii(1 • :lnchonigc, Alnshn 99519-6G-54) • Telephone (007) 34.3 -Mi • Au ((X),) 343-8200 <' 47(1(1 nrngme St met I, Inchorngc, ,Ilnakn !)f4�0i s. r.r• Mayor Mark Begich unxicnnd.org Bt llding Safety Division May 10, 2006 Eileen Frison PO Box 101254 Anchorage, AK 99510 Subject: Well and Septic System Legal Description: Mountain Shadows B2 L4 Parcel ID: 017401-17 Dear Ms. Frison, It has come to our attention that changes have been made to your on-site systems after the final inspection report was performed. Some concerns we have include having a driveway over the disposal field, and the well in the utility easement. Due to these changes and the changes that must be made to have your driveway meet code, your on-site systems are not approved. Please meet with your engineer to correct these issues in accordance with Anchorage Municipal Codes 15.55 and 15.65. If you have any questions, please call 343-7904. Sincerely, b'd /"'t' Deb Wockenfuss Civil Engineer On -Site Water and Wastewater Program Cc: Steve Pannone, PE Jay Crewdson, Structural Plan Review Engineer Jim Stubbs, Lead Structural Inspector Community, Security, Prosperity r_", Municipality of Anchorage Department of Health and Human Services Building Safety DiV13lon On -Site Water and Wastewater Program, 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 4 www.G.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number SWSW040258 PID Number. 017-401-17 wool. Wastewater System: ® New ❑ Upgrade gym„. ABSORPTION FIELD 209 At 2. _qnnnF"a" Runiber a ewoana. O Dep Tl ® Shallow Tmnh O Bed O M,.M O Dow LEGAL DESCRIPTION �Re"0 Taal Depth boot onyYW grade, aloal. to Sid°,"earc Depth m ppe bm m hem unvw grade- Gnw depth b« ppe T0W1�' Rana. sedwn: Fa added above agvW grade. Grow larydr Well: ® New ❑ Upgrade �a "wn" 515 Nalber a linea D"I.,n between finer ClnaAcwon (Prrv.a, A e, Cy ToW bitPriva Caeed� O Taal sbaapban "a FpsaW.n.: Q'wr I I`I Deb led OL SW4WW law: C I a YwalNr. Dab ItMaW, YAAd y PWV S a CaW ql HOg x Abov^e Cr " 113/2004. GM F,. 11 Fl TANK SEPARATION DISTANCES O Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lin Fran Tank Field Station Holding ubliHPrlvate aa^aWa Capacity Tank sewerLlne Aitch Tank 1000 ca Wa 105 122 99 Material Steel Nun°« a ComW,,,a,, 2 s�xr.o.w«« 100+ 100+ tel L:» 46 10.8 SeeC5.1 ELILFTATION 16.8c~Dr.n 100 100+ PuW Mahe& Lbdel tle xa1kwl)W uprWmadpy " Rem«ke. 2" Rigid Insulation over the fields and tank, BENCH MARK L«s and Dero ptbn: Garage Finished Floor Aasunrd Elevaban: 100.0 Fl Engineer's Stamp •••, ,�1 Inspections performed by: Pannone Ena. Svc Dates: 1"9113/2004 �•• �;' : • , } �� 497?" 2n'09/1412004 .... s .................%....: Department of Health a d Human Services approval •••t 0 \ Reviewed and approved by 0(,ial..VY �. �UM1IIOiI..:/`%/ ♦ : ; (yae (Rev. ,,IB9) Date: mfr• , ;� ! �' ��#�-a'••,pcllb �eae �' E � -ta ��•• PERMIT NO:SWO40258 RECORD DRAWING P.I.D. NO: 017401-17 SWING TIES WASTEWATER DISPOSAL SYSTEM 9. B TI 9.4 LOT 4, Block 2 Mt. Shadows SID T1 T2 7.4 21A \ \ DC 8.4 21.2 \ \ FS 10.4 21.3 \ \ C1 16.8 25.4vN.� LOT UNDEVELOPED. OM1 18.0 26.8 O / \ \ NO WELLS V2 48.9 58.3 M / \ \ OR SEPTICS W/IN 200' C2 50.7 60.1 C3 \ 29.0 29.3 EXISrG -M3- 2a4 30.7 SEPTIC 9REA NSTALLED FLOW �M4 s o ¢ 1 ��� �PLITTERJF\Sj NEW PRIMARY SAS �� _ — — 10.13 4 \\ \ \ 2 EA 35LFx5 Wx 4'ED \ 131 0� EW 100 \ \ MAI T�INED�O`MIN �i \ M2 2 /o \ \ BETVtEN FIELDS C4 \\\ SEPT TANK \ \ \�\� ? 2 T1 OLINDATION \\ RADIUS LL M3 X20 SEAN -OUT \ EXISTG ` I EW 3BR J'WELLI 1 HOUSE '\ \—TH2 \ \WELL /2 ( \ ,>EXISrG j I — — . NOTE: G� 3 WELL / I �1)ALLWORKSHALLBEPERFORMED>/ \. --——-————————————————— IN ACCORDANCE WITH AMC15.65. / 2) MATERIALS USED SHALL BE IN / ROPOSED RESERVE SAS �/^ - . \ �\ ACCORDANCE WITH THOSE SP IFIED i - (/,(� BASED ON ADVANTEX SYSTEM IN AMC15.65, WASTEWATERD SPOSAL. / /` O 10LF MINx5'Wx4'ED 3) DUE TO THE SIZE OFT WS LOT, THE OWNER AGREES THAT THE THE HOUSE AND, L �TiC9 EPY3TEh1'SHALL BE PLACE AS SHOLOT UNDEVELOPED. WN. � �O �. ANY MOVEMENT OF THE HOUSE SHALL' / / \ \� OR SEPTICSW/IN 0' NO WELLS REQUIRE REEVALUATION OF THE SEPTIO / .SYSTEM. NOTIFY THE ENGINEER BEFORE MO\(ING THE HOUSE FROM THE LOCA�OW SHOWN. 4) DUE TO THESIZEENDSLOPE 6F/THE,LOT, I �. THE RESERVE SEPTIC SYSTEM'S $IZE IS BASED ON THE USE OF AN ADVANTAX SEWAGE TREATMENT SYSTEM. THE EXISTING TANK WILL NEED TO BE REMOVED AND REPLACED WITH A NEW ADVANTEXANKAND PUMP- DESIGN RESERVE FIELD: I DESIGN PRIMARY FIELD VAULT.IHE POST TANK LINE SHALL BE NO. BEDROOM: 3 I NO. BEDROOM: 3 13 INSULATED UNDER THE DRIVE WAY. PERC. RATE: .3 MPI I I TANK SIZE:1,000 gallon \. ADVANTEX SYSTEM PERC RATE: 13 3 MPI SOIL RATING: 5 gpd/SF (3.150!5) AREA ROD: 90 SF SYS. TYPE: 5 -WIDE TRENCH, 4'EFF R.F. - 0.50 SIZE: 10LFx5WIDE, 4' TOTAL DEPTH TOTAL AREA 50 SF Eileen Frison 209 Stewart St, #1 Anchorage, AK 99508 258.2000 SOIL RATING: 0.8 gpd/SF (188 SF/BR) AREA ROD: 564 SF SYS. TYPE: 5 -WIDE TRENCH, 4'EFF R.F. - 0.50 SIZE: 70LFx5WIDE, 4' TOTAL DEPTH TOTAL AREA: 350 SF PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax RECORD C:1Work1DRAW ING\27CS33T12N.DWG 4'.' ann W N * R. Pannone; Eileen Frleon CE 8149 209 Stewart St, #1 ��cYi%••'•�'i Anchorage, AK 99508 ,_.�.... �� 258.2000 b311ndS /Nold n RECORD DETAILS ap P.I.D. N0: 017.401-17 PERMIT N0: SW040258 m IMNV3T3 Q N � 1noNvzm WASTEWATER ABSORPTION SYSTEM m ai LOT 4, Block 2 Mt. Shadows SID a e u a t aNi m U 2 W O 1naNV3b N m aN3 HaV31V W 38MV011NOn d W o Z W� O r LL a N Z pa � � m � m ti g N4uS U O aN3 IOV31V W K 3afLL Lalmom f [ Q IMNY313 4N Q 7 2 m a -LL m p a 0.0 d 10 m 1 N ' , to C:1Work1DRAW ING\27CS33T12N.DWG 4'.' ann W N * R. Pannone; Eileen Frleon CE 8149 209 Stewart St, #1 ��cYi%••'•�'i Anchorage, AK 99508 ,_.�.... �� 258.2000 b311ndS /Nold n lfgNV313 ap IMNY310 m IMNV3T3 Q N � 1noNvzm j i g m ai C1 IMNY310 NomvaNn0J W J_ LLL ^LL I..L PANNONE ENG. SVC.,LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX \TE: 10-3-04 nT Tn crA1 r RECORD ® Ame Municipality of Anchorage W Department of Health and Human Services ralima 825'1-' Street low P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom httpllvww.ci.anchorage.ak.us Mayor Permit Number: #SW 040258 Date of lssue: 7-12-04 Parcel Identification Number: 017-401-17 Date Started: 7-25.04 Date Completed: 7-28-04 Is well located at approved permit location? ® Yes ❑ No Legal Description: Mountain Shadows Blk 2 Lot 4 Property Owner Name & Address: Eileen Filson 12925 Jeanne Rd. Anchorave. Alaska 99516 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness &: Water Strata From To Casing type: steel stick-up 0 2 Wall Thickness: , 250 inches gravelly silt 2 11 Diameter: 6 inches Depth: 20 feet bedrock 11 511 Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 32 feet Pumping level: feet after 2 hours pumping 4 gpm Recovery Rate: 4 gpm Method of Testine: airlift Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite #! R Volume: I Depth: Start 0 feet Stopped 20 feet II Pump: Intake Depth feet II Pump size by Brand Name II Well Disinfected Upon Completion? ® Yes ❑ No II N Method of Disinfection: chlorine tablets Comments: RECEIVED Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 AUG 1 9 2004 MUNICIPALITY OF ANCHORAGE EMARONMENTAL SERVICES DIVISION Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property ---...._:....---...,�........0.-_._.:,--- ............. n_ -. .1... _.....,...... _.. f.. _: ... •.•.. 1.,._. -.t._... -I...... Municipality of Anchorage Development Services Department • �.e Building Safety Division *A. Onsite Water and Wastewater Program 4700 South Bragaw St.P.O. Box 196650 Anchorage, AK 9951M650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Pannone Engineering Services Legal description: Mountain Shadows, Block 2. Lot 4 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 ❑ 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. _ 9a D E3 Omission in narrative. _ 'S� ofl .� ❑ Insufficient fill over tank or field._ ® Other. —ILOn-site wastewater disposal system must be instnllod by nn nnnn %,&A 7ne+, Name of reviewer. Julie Makela. P. E. o. JAM 3/11deos Date: 1/21/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OFANCHORAGE jlrJ Development Services Department �Diy,'0 Onsite 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: SWO40258 Date Issued: Jul 12, 2004 Expiration Date: Jul 12, 2005 Parcel ID: 017-401-17 Legal Description'MOUNTAIN SHADOWS SUBDIVISION BLOCK 2 LOT 4 Design Engineer: 0062 Pannone Engineering Services Owner Name: EILEEN FRISON Owner Address: 12925 JEANNE ROAD ANCHORAGE, AK 99516 - Site Address: 12925 JEANNE ROAD Lot Size: 18954 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑V Disposal Field Q 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 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. 5. The following special provisions. DISPOSAL FIELD NEEDS TO BE LOCATED ON SLOPE NO GREATER THAN 25% AND A MINIMUM 50 FEET UPGRADIANT FROM ANY SLOPE GREATER THAN 25%. Received By. Aua' Date: _t/(5 Issued By. I X Date: / Municipality of Anchorage • Development Services Department a Building Safety Division On -Site Water and Wastewater Program *s , , vi, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.akus 6` (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING \SW Parcel I.D. 017-401.17 Permit Numbe Property owner(s)Ms. Eileen Frison Day phone 258.2000 Mailing address (1) 209 Stewart St, #1 qLLL1 �q�5 c! nne Q, l L%ilfng address (2) Artehorage-AK Tip Code .2950 Legal description (Lot, Block & Sub'd.) Lot 4, Block 2 Mountain Shadows S/d Legal description (Section, Township & Range) Lot Size 18.954 sf / 0.435 A Ac res/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only Cl 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) U Permit Fees: Waiver Fees: Date of Payment tC v Date of Payment: L Receipt Number. Receipt Number. (Rev. 17100) C.% Pannone Engineering Services, ZJX P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax July 3, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 4, Block 2 Mountain Shadows S/D Well & Septic System Permit Request Gentlemen: My firm was contacted to investigate the possibility of installing a new septic system serving this lot. Two test holes were excavated on August 5, 2002 by my company in preparation of my client purchasing the property. The soils report and a percolation tests result are attached. Ground water was monitored for two years and there was no indication of water in the monitor tubes during periods of high water. Bedrock was encountered in both test holes at a depth of 12 feet. Please note, there appears to be some confusion in the municipal website on the actual legal description of the property. I have attached a copy of the MOA tax record of the property and I am using that legal description as the correct one. The lot is approximately 18,954 square feet (0.435 acres) in size. Lot 4 slopes to the southwest at approximately 20 to 25 percent. The proposed installation will be located in the northwestern portion of the lot. The proposed well will be located in the southeastern corner of the lot, greater than 100 feet from the proposed system. The proposed location is greater than 100 feet away from existing neighboring wells and 25 feet from the water service lines. The surrounding wells are located greater than 100 feet from the proposed installation. The proposed installation will not affect the future development of the surrounding or existing lots. Due to the size of the lot and slope of the lot, the replacement system is based on the use of an Advantex advanced wastewater treatment system. There is adequate room for installing a soil absorption system sized on the use of the Advantex system. See the attached design. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerel Steven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Letters\4-2 mt shadows.001.doc PERMIT NO: DESIGN P.I.D. N0: 017401-17 WASTEWATER DISPOSAL SYSTEM LOT 4, Block 2 Mt. Shadows SID LOT O WELLS ELOPED. OV`v� OR SEPTICS WAN 200' EwsrG , SEPTIC9REA ROPOS6 PROPOSED RY SAS 10008 SE C 2EACH35LFx5 4'ED 4 , MAINTAIN 10'WN'-- THII BETWEEN FIELD 250 NST A \ OW \��0 �25% SP R \ �4 3 ���\\\ OUNDJ4TI0 \� 100' WELL �\\� \\\\� 20%LEAN-Ot{T �\ RADIUS XISTG I 1 ROPOSE0 3 OPOSED ° ELL `\ I HOUS�°� WELL TH2 a 2EXISTG/ `� I — -------------' \� oTE: ° WELL 1✓ `� I 1)ALLWORKSHALL BEPE FORMED— -- ----------------- IN ACCORDANCE WITH AMCiS.es. / 9 ROPOSED RESERVE SAS 2) MATERIALS USED SHALL BE IN ACCORDANCE WITH THOSE sPEtIFIED i BASED ON ADVANTEX SYSTEM IN AMC15.e5• WASTEWATERD POSAL. / /` O 10LF MINxS 1Nx4'ED 3) DUE TO THE SIZE OFIH(S LOT, THE / / OWNER AGREES THAT THE THE HOUSE AND / / ~/` LOT UNDEVELOPED. -sepTtC43YSTEI'SHALL BE PLACE A3 SHOWJI. / LO ANY MOVEMENT OF THE HOUSE SHALL NO WELLS REQUIRE REEVALUATION OF THE SEPTI / / OR SEPTICS WAN 2 ,SYSTEM. NOTIFY THE ENGINEER BEFORE MO\(ING THE HOUSE FROM THE LOCATION/ SHO / 17" / 4) DUE TO7HE8mEgmSLom(:rF�11ELOT, I �, THE RESERVE SEPTIC SYSTEM'S SIZE IS I ` BASED ON THE USE OF AN ADVANTAX SEWAGE TREATMENT SYSTEM. THE EkISTINQTANK WILL NEED TO BE REMOVED AND REPLACED WITH A NEW ADVANTEXTANKAND PUMP- DESIGN RESERVE FIELD: I DES ON PRIMARY FIELD VAULT. WE POST TANK LINF,SHALL BE NO. BEDR00M:3 I NO. BEDRROQOM:3 INSULATED UNDER T DRW WAY. PERC. RATE: 13.3 MPI I TANK SIZE: 1,Q00 gallon \. ADVANTEX SYSTEM PERC. RATE: 13:3 MPI ,, SOIL RATING: 5 gpdtSF SOIL RATING: 0.8 gpolSF QF••• •,•,•� (3'150!5) (188 SFBR p�,,.•••••••• 1� AREA ROD: 00 SF AREA RQt7 584 SF C.) �� SYS. TYPE: SWIDE TRENCH. 4EFF SYS. TYPE: 5 -WIDE TRENCH, 4EFF t ♦ R.F. - 0.50 R.F. - 0.50 i ! 49TM i �I SCM:1oLFxSWDE, 4' TOTAL DEPTH SIZE: 70LFx5WDE, V TOTAL DEPTH j••»• • ••»•••••»��•••••00 TOTAL AREA 60 SF TOTAL AREA: 350 SF r r r -•• :•••• »• •• ••• -•• aj� PREPARED FOR: PANNONE ENG. SVC, LLC s Steven R. Pannone:�+/ rEaean Prison •�1 No. CE 8149 •° ti 209 StewartS41M7 P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 Andwm•••♦ � � ter•` 2 � � DATE:27-3522 P, 272-8218DESIGN DESIGN DETAILS P.I.D.NO:017401-17 PERMIT NO: WASTEWATER ABSORPTION SYSTEM LOT 4, Block 2 Mt. Shadows SID e h inoNym 013 LOV31V 3ecLL 1g1,N0,`1 d s s F- 0 0 W �' 5 C/) 330o0 Q Fa h 7 J O a13 Nov31V V.. {K mu uoiircn O F LMWVM 3 �^ _ o a 0 a 0 � d t1 IMNV3M =my= inDNY3O C:\Work1DRAWI14G\27CS33T12N.DWG MOW= yy'tt gW Ap / J InowTo t1: 49TM tevem-�v- «»..r • PREPA teven R. Pannone? i RED FOR: PANNONE ENG. SVC.,LLC 0 Eileen Frlson No. CE 8149 !� P. O. BOX 102954 200 Stevan sr, tl1 •.•'�'�: An&"sge, AK B9,0 ANCHORAGE, ALASKA 99510 41., ;• .•� 238.2000 DATE: 72-82118�PHONE & FAX •,r NOT TO SCALE I DESIGN r. U PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 MM 272-8218 PERFORMED FOR Ms. Titch Gail Campbell DATE PERFORMED: B-5-02 IEGAL DESCRIPTION: Lot 2. Block 2 Motmtsin Shadows S/D Tat tole 2 Off, score OR Twooa 1 2 3 s 7 a 9 10 11 12 13 14 IS 16 17 18 19 20 Poorly Graded ORAVUS to 811tyoRAV10B I= HOLE I +� 49 TM ien R. No. CE El WAS GROUND WATER ENCOUNTERED? No IF YES, AT WHAT DEPTH? -w DEPTH TO WATER AFTER MONITORING? Dry DATE: B-12-02 ■.ors TEST HOIE ©®AAAA ® off na Ml1EPW11:A ®�11M PEROIATION RATE 13.3 (min/Inch) FERC HOLE DIAMETER 6 inches TEST RUN BEWIBFN 5.5 FP and 6.5 IR COMMENTS: Test hole excavated by Wayne Broste. Test Hole was presoaked before twc test. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL QUIDLJNEB IN EFFECT ON THE DATE OF THIS TEST. toIN, I0>a nz a - 73m=1&1mGz 2 PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: IW. Linda Gan Campbell DATE PERFORMED: 8-5-02 LEGAL DESCRIPTION. Lot 2, Block 2 Mountain Shadow* H/D Test Hole 1 Off, BLOM OR Topeon ) 1 2 3 s 6 7 8 9 10 11 12 13 14 1S 16 17 18 19 20 GP/ I Poorly Graded OY GRAVnB to BAY GRAVnB OP IPoorly Graded GRAVEI9 TEST HOTS 49TH ten R. Pa No. CE 81 E7 WAS GROUND WATER ENCOUNTERED? No IF YES, AT WHAT DEPIM -0-' DEPTH TO WATER AFTER MONLTORING? Dyr _ DATE: 8-12-02 si.ca�c TESL HOSE PEROLAMON RATE 13.3 (min/inch) FERC HOLE DIAMETER 6 inches TEST RUN BEWIEEN 7 I+T and 8 FT COMMENTS: Test hole c=vated by Wayne Broste. Test Hole was preaoaked before perc test. PERFORMED BY: Steven R. Pannone, P.E.1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL OUIDI.IIQES IN EFFECT ON THE DATE OF THIS TEST. ® S61•t4�71:� ®t;l110 PEROLAMON RATE 13.3 (min/inch) FERC HOLE DIAMETER 6 inches TEST RUN BEWIEEN 7 I+T and 8 FT COMMENTS: Test hole c=vated by Wayne Broste. Test Hole was preaoaked before perc test. PERFORMED BY: Steven R. Pannone, P.E.1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL OUIDI.IIQES IN EFFECT ON THE DATE OF THIS TEST.