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BIRCH TREE ESTATES BLK 1 LT 4
Bl*rchtree Estates Block 1 Lot 4 #017-141-47 V Municipality of Anchorage riG\IL\i I\,1rY\D Mi Q�w..: 1'1 1 Building Safety Division-._- `uJ On -Site 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 Permit Number. SW040039 PID Number. 017-141-47 Name: RYAN MATHIAS Wastewater System: ■ New ❑ Upgrade Address: 13120 LUPINE RD * ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 240-8430 4. 13Deep Trench ❑Shallow Trench"OBed ❑Mound ❑Other LEGAL DESCRIPTION S°g RaDng: Total Depth from original grodo: Block: Lot: Subdivision: 2.0 GPD/Sq. rc SEE DWG. vc 1 4 BIRCH TREE ESTATES Depth to pipe bottom from original grade: SEE DWG. Grovel depth beneath pipe: Township: — Range: — Section: — Ft. nll added stow original grade: 0.49 Ft Grovel length; SEE DWG. Ft 30+ Ft. WELL: ■ New ❑ Upgrade crave wises 15 Numbs M Mee: Distance between Knee: CIOWftGeea (PNvate, A.B�C : Total Depth: Cased To: PRIVATE Fc Total absorption area: 3 5 Pipe material: 147 a 146 Ft Driller: 450+ so. Ft. D 3034/ F-810 Date Drilled: Static W., Level: M—W DRILLING 6 7 2004 108 Fp Installer. A+ HOME SERVICES Dote Install. 7/28-30/2004 Yield: Pump Set At Casing Height Above Ground: 5+ GPM UNKNOWN Ft. 24 In. TANK SEPARATION DISTANCES ■Septic MHolding ❑S.T.E.P. *2 Other Septic Absorption Lift Holding Public/PrWate Monufocturer. CaPocity In gallons: Tank Field Station Tank sewer unse ANCHORAGE TANK 1500 100'+ 100'+ 100'+ _ Materka STEEL minparbnents:zs'+ rWell 2 100'+ 100'+ 100'+ - -LIFT STATION 5'+ lo'+ 5'+ _ — Size in "normo: Manufacturer. 1500 73 ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — _ Pump on' level at: Pump afr level at High water alarm at TIMER 30.75" TIMER/13" 4r,"/34.25" Curtain Drain NONE KNOW Pump Make a Model: Mectriml Inspections performed by: #20 OSI 05 HHF ED'S ELECTRIC Remarks: BENCH MARK *THIS IS AN ADVANTEX TREATMENT SYSTEM. LxaDea and Description: METAL DOOR SILL, REAR OF HOUSE ON EAST SIDE Assumed Elevation; 101.14 F< ENGINEER'S S ��OF .S�DO Inspections performed by: GEG, Ltd. Dates: 1st 7/28/2004 * ` 4 T y 0Q ...1. 1 ..............0 2nd 7/28/2004 D 3rd 7/29/2004 4th 7/30/2004 5th 7/30/2004 Q of ey A. am s:' �00� Development Services Department Approval . ° 79 r' Reviewed and approved by: (Rw. 72/07) Date: h L 400oapr o of ession0 �DOooq�-� U PERMIT NUMBER: SW040039 AS—BUILT T u 1 V�/I DRAWING PARCEL ID NUMBER: _ �OF 04p .. ,. w .,.... ..a GARNESS _. ... �qS4� /j OO 017-141-47 ENGINEERING GROUP, Ltd: xra RIVERTON AVENUE -r CONSULTANTS & GENERAL CONTRACTORS SCALE:* 9 3701 F. TUDOR ROAD, SUITE IOf' ANCHORAGE.., AK 995U] "PHONE (907)3b]-6179 FAX (907)338-3246 1 = 3D' ..... .. . . . .. ........' ... i Q ',J A. A. a " rness;' DO E-795 0� V s ...//97�pAp� 0� PREPARED FOR: PHONE NUMBER: RYAN MATHIAS (907) 240-8430 PAGE NUMBER: 2 OF 3" LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1 TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM �professlo(' � NEW WELLPERK •• \ I 2 •y°• / 5/26/04 MT3 r, —1,t�7Td; --off\ W #H#2 1 \ NEW 4 BEDROOM / \ HOUSE / \ NEW DRAINFIE I MT21o_ 1 D -- -- "' °J MT7 ST7 FCO A TH�3 PERNEW K Da s/zs/04 r ---i 1 1500 GALLON STEEL ADVANTE( TANK 1 MNT I I I M 2 C D P21.4311:1 L'\\— J1 `ALTERNATE SITE *THj1 ST7 26.46 2? 96 I MH7 130.98 128.74 — _ _ _ — _ — _ _ _ _ _ _ _ \ 10' UTILITY EASEMENT _ _\ _ _ _ — _ — _ _ _ — _ _ ..;, ,. DATE: 8/18/2004 _ �OF 04p .. ,. w .,.... ..a GARNESS _. ... �qS4� /j OO DRAWN BY: A.J.G. ENGINEERING GROUP, Ltd: xra `P. H -r CONSULTANTS & GENERAL CONTRACTORS SCALE:* 9 3701 F. TUDOR ROAD, SUITE IOf' ANCHORAGE.., AK 995U] "PHONE (907)3b]-6179 FAX (907)338-3246 1 = 3D' ..... .. . . . .. ........' ... i Q ',J A. A. a " rness;' DO E-795 0� V s ...//97�pAp� 0� PREPARED FOR: PHONE NUMBER: RYAN MATHIAS (907) 240-8430 PAGE NUMBER: 2 OF 3" LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1 TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM �professlo(' � PERMIT NUMBER: 1L 1 AS—BUI rT D swo4003s L TOP OF MANHOL TOP OF ADVANTEX POD = 97.94 (AVG). FINAL � RADE _ = 98.02 (AVG.) INSULATION _ TOP OF TANK = 92.57 � INVERT OF PIPE 1500 GALLON = 91.94 STEEL ADVANTEX TANK ORIGINAL = 94. FINAL GRADE _ 98.54-98.57 BOTTOM OF BED /- 93.28 93.28 (AVG.)./ L/D/ 15' WIDE— ISTRIBUTION LINE = 95.77 (AVG.) THE DISTRIBUTION .1�.J � PARCEL ID NUMBER: 017-141-47 TOP OF MANHOLE _ 97.92 (AVG.), IP OF TANK = 92.56 LI Mill I PIINVERT OF PE - 93.4 ' P1� I BOTTOM OF PU L� VAULT = 90.0 INSULATION —FILTER FABRIC FLOATS —► TO DRAIN FIELD ORENCO PUMP VAULT INSTALLED PLYWOOD AND VISQUEEN BARRIER `TOP OF SAND = 95.28 (AVG.) IRIGINAL GRADE = 92.27 RELATIVE ELEVATION OF LINES ARE 1.25 INCH PVC BOTTOM OF BED / RELATIVE ELEVATION OF GROUNDWATER 6 90.83 WITH } INCH HOLES SPACED = 91.3 (AVG.) GROUNDWATER ® 88.94- 34 INCHES ON CENTER. (10 HOLES PER LATERAL/30 �-- RELATIVE ELEVATION OF HOLES TOTAL. RELATIVE ELEVATION OF BOTTOM OF TESTHOLE 6 81.15 BOTTOM OF TESTHOLE ® 79.27 —�-- DATE: GARNESS ENGINEERIN CONSULTANTS & GENERAL'COM1 3701 F. TUDOR ROAD, SUITE.. 101 - ANCHORAGE AK 99507 - PHOT 'REPARED FOR: RYAN MATHIAS .EGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION YPE OF WORK: AS -BUILT DRAWING OF NEW WELI GROUP, Ltd. 1CTORS ?077337-6179 . FAX (907)336-3246 5/18/2004 o pF q w0 ��.......... g•H.� ... ........ p !I U �4 T �4 " DRAWN BY: A.J.G. SCALE:*.::. N.T.S. ONE NUMBER: IPAGE NUMBER: (907) 240-8430 3 OF 3 OO Je r G ss: LOT 4, BLOCK 1 �� 9 3 �o fin.@,. • ....��� 907 272 4590 09/19/04 06:12pm P. 001 w.. RightFax 3 03'1 9/1/2004' 5 PAGE 1/1 RightFax i- No 1 of I Inap pn Report Munlelpallty of Ancho M , Building safety Division 4.700 th Bragaw INSPECTION: VOICE 343-8300 INSPEC FAX (907)249-7777 INFO: 343-7982 Name EDS ELECTRIC Address Permit 04-8758 5220 RIVERTON Phone 247-4591 Legal 13K 1 LT 4 SubdivisionBIRCH TREE ESInspection Date 9/13/2004 T T� I' Comments or,Directions i AM FOR LIFT 5T Inspection Final Electrical Reinspection N L`! NO NONCOMPLIANCE OBSERVED ti ❑ CORRECTIONS ESSENTIAL AS EXPLAINED 8E ❑ WILL RE-EXAMINE AT NEXT INSPECIIDN 0 NOT CONCEAL UNTIL REINSPECTION COMMENTS: (for inspector Use only) i 1 r i i Inspector Date. i�rogcam%20Files\Rightl'aX\OutgoingW000431 9/13/2004 J AUG -3-2004 10:17P FROM:RYAN MATHIAS 907 336 1239 TO:3383246 P:2/3 M -W Drilling, Inc. P.O. Box 110378+ Anchorage, AK 99511 ♦907-345-4000 ♦ 907-345-3287 Fax♦ Job No.: 04-147 ProjectNo.: N/A Permit No. Groundwater Well As -Built & Lova • Well Owner. Mathias Construction, Inc. ♦ Use Of Well. *Legal Description: Birch Tree Estates, Block 1, Lot 4 Domestic Construction 0Hole Depth: 147' ♦Casing Size: 6" ♦Cased TO: 146.37' •Materlal• A 53 Steel *DrillMethod: Air Rotary Perj. • Well Completion- Open end X Screen per _ Method.• ♦Screen/Perforadon description: None *GroutNotes. (1) Sack- No. 8 bentonite granules • Notes: ♦ Well Development Method: Air surge Notes: ♦Static water levet ( 108SWL ) ' (above) (below) top of casing (TOC). ♦ Well yield test at 5+ gallons per minute (GPM)1) for 1 hours with 100% of drawdown (DD) from static level (SWL). ♦Method. Air lift ♦Date of completion: 07 June 2004 *Pump Install: WPII T... Depth in feet from top of casing. Details of formations penetrated, size of material, color and hardness. 0 TO 2 Casing stickup 2 TO 25 Gravel: sticky 25 TO 65 Hardpan 65 TO 90 Silty vel: dam 90 TO I30 Silty gravel: -dry 130 TO 142 Clayey ravel: damp, sticky 142 TO 147 Water gravel TO TO TO -- TO TO -- WAYNE E. WESTBERG President, -M = W-DVRi—nng, tno. --- TO TO NCer tifiecrGonTra—ctor --GertitioeteiUos &G4 Contractors t_icense No. tnnp TO _TO_ L WON 1� MUNICIPALITYOFANCHORAGE 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 Date Issued: Mar 31, 2004 Expiration Date: Mar 31, 2005 Permit Number: SW040039 Parcel ID: 017-141-47 Legal Description: $itch Tr"ee _s a , es pck'i3t'4�K" Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 5220 Riverton Avenue Owner Name: Ryan Mathias Lot Size: 27811 SQ. FT. Owner Address: 13120 Lupine Road Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99516 - This permit is for the construction of: Z✓ Disposal Field [✓ Septic Tank Holding Tank E 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. PES fj AJ RGV 15101/ 'f � S6pT tt FYS 7.F e+) P IE4SE 5c -E NSw vESrN pq�ED. M,*7 Zb 1 oco�1, Received By: Issued By: rsi�✓-<ry Date: Date: 3 Municipality of Anchorage ' Development Services Department_° Building Safety Division On -Site Water & 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 PERMIT APPLICATION Yn FOR A SINGLE FAMILY DWELLING Parcel I.D. l J �� �a-- `A-71 Permit Number 5W0f0639 Property owner(s) RYAN MATHIAS Day phone 240-8430 Mailing address (1) _. 1,3120 LUPINE EQAD * ANCHORAGE. AK Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 4. BLOCK 1 • BIRCH TRFF ESTATES SUBDIVISION cUBDI VISION Legal description (Section, Township & Range) N/A ��� ltj e 1 V 0 Lk (A A-VoVl UC Lot Size_ _� i '�/ I' Acres/Sq.Ft. Number of Bedrooms 4 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 ❑ 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. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: �0�� Qc) Date of Payment: // �� V� Receipt Number:_ L� ll/ S S� Waiver Fees: Date of Payment: 3 14 Receipt Number: / May 26, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 ( v s c C-44 :4t Sujo+o03 l Ref: Revised Septic System Design for Lot 4, Block 1; Birch Tree Estates Subdivision ADVANTEXTm TREATMENT SYSTEM To whom it may concern: 1. GENERAL: A well and septic permit was issued by your department on March 31, 2004 (permit# SW0400369). The test holes were checked and found that groundwater levels had risen and only test hole #3 was usable. On 5/24/2004, we checked the groundwater level in TH43 with Dan Roth present from your department and found the level to be at 28 inches below the bottom of the organics layer. Based upon this rise in groundwater we have revised the design. The following are the revision made to the design: 2. SOILS: Two additional percolation tests were performed in the area of the proposed drainfield. See the attached logs and design for the percolation data and locations. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex treatment system that will allow the use of a small drainfield in the area around the 30 foot radius of test hole #3. The Advantex system has received class III approval and the allowable application rate is 22.0 GPD/FT2. 4. TRENCH DESIGN: a. Percolation Rate: 5.5 & 60 minutes/inch b. Proposed Application Rate: 1.33 gallons/day/ft' c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 450 ft' f. Total Depth: removal of organics only g. M.O.A. Approved Sand Filter Depth: 2 to 3 feet h. Effective Depth: 0.5 feet 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907)337-6179 * Fax: (907)338-3246* Website: www.ganessengineering.com i. Width: 15 feet j. Minimum Length: 30 feet long k. Effective absorption area: 450 ft2 5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: The area around the proposed drainfield is relatively flat. In short, there are no slope concerns. 8. CLOSING: We are open to any suggestions from your department that would be an improvement to the proposed system. We are unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-61794 Sincerely, M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a bed detail, three soil logs, 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 Ph: (907)337-6179 * Fax: (907)338-3246 * Website: www.garnessengineering.com ILIAMNA ACRES S/D; pp LOT 7C, RIVERTON COURT 4 /L—___-_ -- 1 / 1 I I 1 I• I \ j � r r BIRCH TREE EST. S/D; BIRCH TREE EST. S/D; LOT 6, BLOCK 1, ;_,. -LOT 5, BLOCK 1, �;EREA i I , '—_—� \ ILIAMNA ACRES S/D; TRACT 6, WELL AND SEPTIC SYSTEM ON NORTH HALF OF LOT -PROPOSED SEPTIC SYSTEM (SEE DESIGN PAGE 2 OF 4) ILIAMNA ACRES S/D; LOT SO, n r ;i \ �rH#2 BIRCH TREE EST. 1, BIRCH TREE EST. S/D; _ SLOT 3, BLOCK 1, LOT 2, BLOCK 1, _100'WI, a ALTERNATE SITE F I I� EXISTING I I\ 4 BEDROOM FOUNDATION 1 BIRCH TREE EST. S/D; BIRCH TREE EST. S D; / / BIRCH TREE EST. 5 D LOT 13, BLOCK 1, LOT 14, BLOCK 1, / BIRCH TREE EST. 1. € t\ \ LOT 15, 5, BLOCK 1, � LOT 16, BLOCK 1, t/ jf SSE RA AREA / EAST 145H AVENUE -- - - -1----------- -------------- REVISED I GARNESS ENGIN CONSULTANTS$ OUP Ltd. ... )9'FdX (OOTtiGJv,la 1 = 100 vn. ••..• •.. •..•••..•••.•••• "^ PHONE NUMBER: PAGE NUMBER: RYAN MATHIAS 240-8430 \L DESCRIPTION: 1 OF 4 y, of GG ess:' BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1, V9s C OF WORK:ems''•.......•.•'•• o� SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTFM I nrerinu `Q� Pr-OfesslO&� BY A THE ACTOR SHALL HAVE THE WE57 P�AFTER LAND SURVEYOR PRIOR TO ANYRIVERTON AVENUE)ONE. THE ENGINEER AND CONT I I ! NOTE: ALL ROOF DRA I I / BE DIRECTED AWAY FI I / AREA. A SWALE SHALI I I BETWEEN THE FOUND, DRAINFIELD TO ACHILI I I *TH#1 DRAINAGE AROUND TH I I / THE DRAINFIELD. WELL THE � OF \ `—PROPOSED DRAINFIELD. EXCAVATE A BED THAT IS \ / 1.0 FEET DEEP MAXIMUM (REMOVE ALL ORGANIC) \ BY 15 FEET WIDE BY 30 FEET LONG. ADD 2 TO 3 FEET OF M.O.A. APPROVED SAND FILTER AND THEN 0.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION LINES ARE TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON / CENTER (10 HOLES PER LATERAL/30 HOLES TOTAL). SEE DETAIL DRAWING, PAGE 4 OF 4. L _ _ _ ALTERNATE SITE ` — — — — — — — — _ 10' UTILITY EASEMENT _ _ \ + — _ _ — — _ _ — _ _ _ GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS& GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101' ANCHORAGE, AK 99507 . PHONE (907)337-6179' FAX (907)338-3246 'REPARED FOR: PHONE NUMBER: RYAN MATHIAS (907) 240-8430 .EGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1, YPE OF WORK: DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC S' i/25/2004 PROPOSED 1500 GALLON WN BY: ADVANTEX TREATMENT UNI av0 OC�j: 4 T a tr V, ��O �1 C WITH PUMP VAULT. USE ' STEEL TANK WITH E NUMBER: 2 OF 4 POLYURETHANE PROTECTION. ess: •' �o�Paa" •^`goo \r INSTALL FOUNDATION :. CLEANOUT ?' \ a a t' i AML - T #H#2 N 0 a EXISTING 4 BEDROOM H FOUNDATION \ I 11.5'f' I � I I rL11t— `- I I ! NOTE: ALL ROOF DRA I I / BE DIRECTED AWAY FI I / AREA. A SWALE SHALI I I BETWEEN THE FOUND, DRAINFIELD TO ACHILI I I *TH#1 DRAINAGE AROUND TH I I / THE DRAINFIELD. WELL THE � OF \ `—PROPOSED DRAINFIELD. EXCAVATE A BED THAT IS \ / 1.0 FEET DEEP MAXIMUM (REMOVE ALL ORGANIC) \ BY 15 FEET WIDE BY 30 FEET LONG. ADD 2 TO 3 FEET OF M.O.A. APPROVED SAND FILTER AND THEN 0.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION LINES ARE TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON / CENTER (10 HOLES PER LATERAL/30 HOLES TOTAL). SEE DETAIL DRAWING, PAGE 4 OF 4. L _ _ _ ALTERNATE SITE ` — — — — — — — — _ 10' UTILITY EASEMENT _ _ \ + — _ _ — — _ _ — _ _ _ GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS& GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101' ANCHORAGE, AK 99507 . PHONE (907)337-6179' FAX (907)338-3246 'REPARED FOR: PHONE NUMBER: RYAN MATHIAS (907) 240-8430 .EGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1, YPE OF WORK: DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC S' i/25/2004 0 •`C�. 0.... �.. WN BY: J.L.M. av0 OC�j: 4 T a tr V, ��O �1 C LE: Q '....I E NUMBER: 2 OF 4 Q....... ............... OQ44; E 7953 ess: •' �o�Paa" •^`goo �`O E BOARD CRO AdvanTex Treatment Mode EE E.HAS THE SSINSTALLEDHOVERHEI SEPTIC INSULATION & 4" AX Series Mode NTE% MANUAL BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW One (1.) 40x96 Pod sra eme� FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT. INLET 2" INSULATION INLET I.: CLEANOUT 1500 GALLON STEEL S.T.E.P. TANK WITH POLYURETHANE COATING PROTECTION —Al ("50" YEAR TANK) 1 11 GARNESS ENGINEERING GROUP, L,--t--d--. .:CONSULTANTS& GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE, A'19117 " PHONE (907)S37-6179 - FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: RYAN MATHIAS (907) 240-8430 LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1 TYPE OF WORK: DETAIL OF ADVANTEX TREATMENT SYSTEM PUMP VAULT ORENCO BIOTUBE SCREENED VAULT ORENCO EFFLUENT PUMP 3 OF 4 4���0Prof 00�� INSTALL PLYWOOD AND THE DISTRIBUTION LINE IS TO BE 1.25 2 z 4 BARRIER AROUND INCH PVC WITH 1/4 INCH HOLES PERIMETER OF BED WITH SPACED 34 INCHES ON CENTER. (10 BRACING (AS NEEDED). HOLES PER LATERAL/30 HOLES TOTAL) 2.5' �I OMT MTO �I I w 5.0' I N L5.0' �I I 2.5' LOMTMT O �------- 30 FEET FINAL GRADE. MUST HAVE 2+ FEET OF COVER FABRIC a 2` YO 3 FEEF OF M O A APPROVED SAND FILTER 15 FEET WIDE, THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED 34 INCHES ON CENTER. (10 HOLES PER LATERAL/30 HOLES TOTAL) - FROM ADVANTEX TREATMENT SYSTEM GRADE 0.5' OF -INSTALL PLYWOOD AND 2 z 4 BARRIER AROUND PERIMETER OF BED WITH BRACING (AS NEEDED). DRAWN BY: GARNESS ENGINEERING GROUP Ltd. /^ SCALE: n - CONSULTANTS & GENERAL CONTRACTORS- .. 3701 E. TUDOR ROAD. SUITE 101 •ANCHORAGE. AK 99507 •PHONE (907)337-6179 •FAX (907)338-3246 — 1 — 20, 0 ...... . ... O Q . . . .. ......... PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ART MATHIAS (907) 240—.8430 4 OF 4 .,J ff oo Pio 04°G Go ess:' E .• o LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1, 4p�eyP" .....•&F.00 TYPE OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD 40oo��c 1� _ ILI NA ACRES S/D; j ILIAMNA ACR S/D; IL NA ACR S/D; \1 1 LOT 7C, TRACT 6, LOT 5D, I 4 � W L A D S TIC SYSTEM `•'` C. ON RTH LF OF LOT .s i I � RI ERT N COURT.,"- �I CH TR EST. S�/ ; BIR TREE S/D; ' BIR H TREE ST. /D; BIRCH TREE EST. S/D; i 6, BL CK LOT 5 BLOCK 1, OT 31, OCK i, L T 2, BLOC 1, I ill CSER � 1� 4 C BIRCH TR E S�d: BIRCH TREE EST. S/D; IRCH TREE EST. S B CH T EE EST. S/D; OT 13, LO K 1, 'I LOT 14, BLOCK 1, LOT 15, BLOCK 1, LOT 16 BLOCK ` 4 r f y I A —S TIC AST 145H YEN- P DATE: .�v6C1 1/23/2004 DRAWN BY: SCALE: Q 4Q it 3/0' .. TUDOR nC D. ITE 10(l " AH HORAGE. K 9 507 ' PHI NE 90 3976 79 ' PA (9 )339-3' -b 1 100 PREP RED FOR PHONE UMBER: PAGE NUMBER: RT MA HIAS 0-8 0 1 OF 1 ff A. rn ss LE DESCRI ON: QA �9 79 3 ,r moo IRC H T EE EST TES SUB VI 0 LO TY E OF WORK: SITE PLN b4�o GARNESS EN4GINEER1Nv UHUUr, CONSULTANTS & GENERAL CONTRACTORS IJVIL LUU - F- Rl Wy mlwll `. i LEGAL DESCRIPTION: LOT 4 BLOCK 1• BIRCH TREE ESTATES S/D PERFORMED FOR: RYAN MATHIAS DATE: 5/25/2004 DEPTH (feet) 7 PERK#1 2 3 ZO 4 Q U 5 W Fn (10 6- 7— 7 (n J 8 O 9 D_ O W 10 r� 11 W J 12 0 S 13 (n W 14 ~ W W 15 (n 16 17 18 SOIL CLASSIFICATIONS READING GW GP GM GC SW SP SM SC NET TIME (MINUTES) ORG ML CL OL MH CH OH NET DROP (INCHES) 5/25/04 1 '. - 6" — - 2 t 1 ' 5 1/4" 3/4" m y arness: E 7953 �G 404ea Pio f e ssioo°o SEE DESIGN FOR PERK TEST LOCATIONS DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/25/04 1 1400 - 6" — - 2 1430 30 5 1/4" 3/4" 3 1430 — 6" — 4 1500 30 5 1/4" 3/4" 5 1500 — 6" — _ 6 1530 30 5 1/4" 3/4" PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: N/A PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE66RFOR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP; Ltd. CONSULTANTS 8 GENERAL CONTRACTCIRS o O O � P `'.y ' 3701 E TUDOR ROM, SURE 101 •.ANCHORAGE, M. 98507 • PHONE (W)M7-613F • FAX: (90 32" • WESSRE 9ameex�pMosHng.e9m CLASSIFICATIONS SOIL LOG - PERCOLATION TEST . ....................... GW GP SW SP SM SC LEGAL DESCRIPTION: LOT 4 BLOCK i• BIRCH TREE ESTATES S/D O f re A. mess.- -7953 PERFORMED FOR: RYAN MATHIAS DATE: 5/25/2004 04 mvi fPr cAwO DEPTH (feet) PERK#2 _ 6" Prof lo nod o N,ess0 00000�a i� i 3 i 2,' 3 4 5 6 OGM QGC (� LL N CLOCK TIME SOIL CLASSIFICATIONS NET DROP (INCHES) ORG ML CL OL MH CH OH GW GP SW SP SM SC 1401 ;o _ 6" 11111101 Rl.kvn 1431 30 ®i o®y e _ 6" b a i� i 3 1431 O 7 cl) J_ 8 O (n 9 Of O L� 10 11 LAU J 12 O 2 13— V) W 14 ~ W 15 cn 16 17 18 DEPTH TO DATE GROUNDWATER G O� �N SEE DESIGN FOR PERK TEST LOCATIONS � PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 1.0 FT. AND 1.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: N/A 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: 6 READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1 1401 — _ 6" — 2 1431 30 _ 0" _ 6" V 3 1431 — 6° 4 1501 30 1/2" Ll/2" 5 1501 — 6" _ — 6 1531 30 � PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 1.0 FT. AND 1.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: N/A 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: 6 GARNESS 11 IJUIL LVIo — iLICVVLH�ww iw i LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDNISION; LOT 4, BLOCK 1 PERFORMED FOR: RYAN MATHIAS DATE: 2/4/2004 DEPT (feet ORGANICS TEST HOLE #1� GM/SM 7 8 9 10ML 11 12 B.O.H. 13- 14- 15- 16] 3141516 17 18 DEPTH TO GROUNDWATER DATE DRY 2/q2004 *6.5' 2/17/200 timi 2/20/200 6.0' MIL CLASSIFICATIONS 6" 0" — 6- I I III TH#2 3:57 — 6" — • - 4 4:27 i�+TH#1 0" 6" - 5 mnllli ML �\ — ------- -----------\-T ------------- _____PROPOSED 4:57 II 111��11 11 II` SITE PLAN 1 CL N/ OL M .GC llllillllMH SP CH SM OH SC GM/SM 7 8 9 10ML 11 12 B.O.H. 13- 14- 15- 16] 3141516 17 18 DEPTH TO GROUNDWATER DATE DRY 2/q2004 *6.5' 2/17/200 *6.0' 2/20/200 6.0' 3/11/2004 WAt..[;arnessr C —7953 \�o� DATE READING CLOCK TIME / I NET DROP (INCHES) 2/20/20 1 2 3:27 3:57 — 30 6" 0" — 6- I I / TH#2 3:57 — 6" — TH#3 4 4:27 i�+TH#1 0" 6" ts—SIC � 5 / � �\ — ------- -----------\-T ------------- _____PROPOSED 4:57 30 11 II` SITE PLAN I \ 1 "=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/20/20 1 2 3:27 3:57 — 30 6" 0" — 6- 3 3:57 — 6" — 4 4:27 30 0" 6" 5 4:27 — 6„ — 6 4:57 30 0" 6" PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA3 PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2-304- GARNE;SSvLtvvil L'- rxuwaxnw CONSULTANTS & GENERAL CbNTR:ACTORS S/01 E. NDOR ROAD. SUITE 101 . AN"RAOE. Ac. cowl • W337- IW - FAX: (W)3 3248 • WE3M- gnmrws k"NN-w SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4, BLOCK 1 PERFORMED FOR: RYAN MATHIAS DATE: 2/4/2004 DEPTH (feet) ORGANICS TEST HOLE ;M/SM TO DATEATER CLOCK TIME 2/4/2004 i 2/12/200 2/6/2004 2/20/200 4:16 3/10/200 SOIL CLASSIFICATIO — ETTH#3 4:46 30 5 3/4" 1/4" GW 3 ORG- — Rte_____PROPOSED — 4 5:16 " 5 3/4" 111/11111 M 11 5:16 111 ML %lamGC GM 6 N�NNI CL 5 3/4" 1/4 - /4" • 111111111MH SPCH ttFFtt+(+yk} yy`` }`+yy���i Y�� OH - SC ;M/SM TO DATEATER CLOCK TIME 2/4/2004 i 2/12/200 2/6/2004 2/20/200 4:16 3/10/200 OF MUM�� 7953 DATE PERCOLATION READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/6/2004 1 4:16 — 6„ — ETTH#3 4:46 30 5 3/4" 1/4" 3 4:46 — Rte_____PROPOSED — 4 5:16 30 5 3/4" 100i__: 11 5:16 111 SITE PLAN "=100' 1 DATE PERCOLATION READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/6/2004 1 4:16 — 6„ — 2 4:46 30 5 3/4" 1/4" 3 4:46 — 6" — 4 5:16 30 5 3/4" 1/4" 5 5:16 6 5:46 30 5 3/4" 1/4 - /4" PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA. 5 (INCHES) 19 TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PE UFS MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:_j�_— GARNESS ENUl k,t,-Kllu kyJm.,tj. , CONSULTANTS B. GENERALR CONTACTORS )01 E TUDOR ROM). SUOE 101 • NlCH WE' M(. 9950] • PHONE FMI: 90 3]8-02{8 • WE881iE 9ameecm9inmrirp.cOm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BIRCH TREE ESTATES SUBDIVISION; LOT 4,. BLOCK.1 PERFORMED FOR: RYAN MATHIAS DATE: 3/9/2004 DEPTH 7_-� (feet) ORGANICS TEST HOLE #3 i Fm I 3/8/2004 i0' 3/10/2004 +28" BELOW ORG. o°aa 5:09 5:39 1 *:4 6° SOIL CLASSIFICATIONS 2 I C 9 ML `o .or, . GW a°0 O0O° ORG O" qp D O SW 10 5 ."r GP po�og000 ML 3 6 6:39 5/24/04 - GWM 0" GM °°oq CL D°a ®28• BELOW 12 0a op° o BOTTOM OF Sc GO OL 4 B.O.H. 14 ORGANICS 15 16 17 SW MH SP CH 5!, GMSM . . �' OH SC 6 i 7 o -v v DOD gDpo 11' 3/8/2004 i0' 3/10/2004 +28" BELOW ORG. o°aa 5:09 5:39 8 *:4 6° a000Dao b°aD0°O° . .. A ..... ness: ... OODpoaO C 9 f•'.•.. ...... ac4 Prof essl011 v� 40���O�pp 4 a°0 O0O° 30 O" qp D O SW 10 5 6:09 - po�og000 - 6 6:39 000 gDp0 0" 11 °°oq D°a O°00 12 0a op° o Sc 13 B.O.H. 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 11' 3/8/2004 i0' 3/10/2004 +28" BELOW ORG. 5/24/2004 5:09 5:39 ..VO p�VV READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) ��. 1 2 5:09 5:39 ..VO *:4 6° .. of . .. A ..... ness: ... - C 7953 f•'.•.. ...... ac4 Prof essl011 v� 40���O�pp 4 6:09 30 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/9/2004 1 2 5:09 5:39 - 30 6 0" 6° 3 5:39 - 6" 4 6:09 30 O" 611 5 6:09 - 6 - 6 6:39 30 0" 6" PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. b UN�F1tJJ 19 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: RYAN SMITH PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: 'GROUNDWATER CHECKED WITH DAN ROTH PRESENT FROM DEVELOPMENT SERVICE DEPARTMENT. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFC MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:- 6 a4' GARNESS ENUl1VkC1S11Vtr ,wux9nawnwmme+mtrevvw R. CONSULTANTS & GENERAL CONTRACTORS LEGAL DESCRIPTION: PERFORMED FOR: RYAN MATHIAS DATE: 3/9/ZUU4 DEPTH (feet) r ORGANICS TEST HOLE 3 1 ov- CLOCK NET TIME TIME (MINUTES) 3 8 2004 ova SOIL CLASSIFICATIONS 1 2 2 6- O" 8� ML^. 5:39 — GW ORG 6:09 30 so o0Oo° 5 x.00 ,i GP — oo ML 3 o n 6" 10o°po GM o°n°o° CL O°OA 11li 0 A°O° GCMOH OL 4 1210 o°o°o° o00 00 SWMH KWA , 13 B.O.H. •. �•.: SPCH 15- 5 15- GM 17 SM 18 SC 6 7o ov- CLOCK NET TIME TIME (MINUTES) 3 8 2004 ova 3/10/2004 1 2 000po 6- O" 8� 3 5:39 — 0-0 0 O°O° 4 6:09 30 so o0Oo° 5 x.00 6" — oo SW 6:39 30 o n 6" 10o°po o°n°o° O°OA 11li 0 A°O° �uoo o°oo 1210 o°o°o° o00 00 KWA SC 13 B.O.H. 14- 4151617 15- 15- 17 18 TO DATEATER CLOCK NET TIME TIME (MINUTES) 3 8 2004 n 3/10/2004 1 2 3 xa bel y A. arness hieCE— 953 FOS LL ee_ ..... eA Y / I / 1 I / I / I } TH#2 TH#3 Y� i'+TH#1 tS—EPnc AREA ---------- `T_____________ _____PROPOSED 100i__- �I 1�1 SITE PLAN I 1"=100' DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/9/2004 1 2 5:09 — 5:39 30 6- O" 6" 3 5:39 — 6" 4 6:09 30 0" 6" 5 6:09 — 6" — 6 6:39 30 0" 6" PERCOLATION RATE 5 (MIN./INCH) PERC. HOLL UTA. o UIN.mco/ 19 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: RYAN SMITH PERCOLATION TEST PERFORMED BY: NICK HEITSiUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERTRIVIED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Municipality of Anchorage �` • Development Services Department Building Safety Division S' On -Site Water & Wastewater Program 4700 South Bragaw St. GpN�I n p,J A_ P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-141-47 HAA# j D514. Expiration Date:�— 1. GENERAL INFORMATION BIRCHTREE ESTATES; LOT 4 BLOCK Complete legal description 1 Location (site address or directions) §Ir RIVERTON * ANCHORAGE AK. 99516 Current Property owners) RYAN MATHIAS Day phone 240-8430 Mailing address 11781 BARR ROAD * ANCHORAGE AK. 99516 Day phone Lending agency _ Mailing address Day phone Real Estate Agent Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 0 Individual Water Storage ❑ Individual Holding tank El Community Class Weil 11 Community On-site ❑ Public Water System Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with aN applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date o 6 Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Sat sfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not prov de any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. XX Disapproved. Conditional approval for 4 bedrooms, with the flowing stipulations: At the time of title transfer agreement, which shall be returned tot he Onsite Water and Wastewater Pr e ore an unconditional approval is issued. Attachments: HAA Checklist Manitenance Agreements Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other By. Original Certificate Date: / Z A (Rev. 12101) Devel AI< 99519 66 Q LOT 4. S.LUUK I. _ , Tyy_ 'by n •. Y _•• �a.viww.Ynuu�i'e.'�.G�".+""vrvSk,.. ",VY:�.y ' e rLog �/N) YES �� �` "VVC�ires"�3eiiy protected (Y/N) YES k ft, C`�asmg helgh`t (ahbve ground` .,. __ >a s5 /s5 /Falf ror ��� New depth _in. a er a� in. Absorption rate >_ Ifves,- give date � � s Size in gallons 1500/73 Manhole/Access (Y/N) YES '.,"Pump off" leve( at TIMER 13 in. High water alarm levai at 46/34.95 ;.. Un adjacent lots 100'+ On adjacent lots Public sewer manhole/cleanout N/A tank perty line 5'+ Absorption field 5'+ er service line 10'+ Surface water e 10 + Surface water 100'+ Driveway, parking/vehicle storage 10'+ .a-777777777-77=,r.,.;e .. 50 + Wells on adjacent lots 100 + L SE�.1�r,J!>- fJ)d= �✓1ovrsp f7�.tv't./t/Lc� r.,0 SPrz<�(r� t RTIF1CATjON ' '�4 xr"wp, *as,c 5�"u+%m n�r� ' .h«ter ^!kr Yc r. �' ✓? © �� ' .,i,„s.+a.x.r �t��Csr m� .<. ...;�.�,�4i"7ts+., m�r�»^c"'rs.�3"ia'�r.rnr-a na t•.� '• �- � i. determined through field inspections and * H � al records that the above systems are in 0 MOA HAA guidelines in effect on this data. ff Y m ssi Q i Name JEFFREY A. GARNESS Vo09s C 7953 Waiver Fee $ Date of Payment Receipt Number 03/31/2004 Municipality of Anchorage Mark Begich, Mayor a N: SAp f. T V' Building Safety Division P.O. Box 196650 • 4700 Bragaw Street Anchorage, Alaska 99519-6650 • (907) 343-8301• Fax (907) 343-8200 http://www.mmi.org Jeffrey A Garness, PE. Garness Engineering Group, Ltd. 3701 E Tudor Road Anchorage, AK 99504 Subject: Waiver Request for Birch Tree Estates Block 1 Lot 4 Waiver Request #WR040016 Parcel ID #017-141-47 Dear Mr. Garness: Your request for a waiver of the required 10 feet horizontal separation from the proposed drainfield to west lot line has been approved. The approved separation distance is 5 feet. This waiver approval applies to the existing proposed drainfield to west lot line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, ? �- Daniel J. Roth Civil Engineer On -Site Water & Wastewater Program W R#` Date F Legal Eng rTI Applic WaW Criteri Date: r rr�"i R60 3/04 BuildingSafetybivfsion "gr w _ : On -Site ,WaterandWastewatd?rogram 4700 Bragaw Street ° E r P.O. Box 196650 Anchorage AR 99519 1650 www. ci. anchorage. ak ms' (907)343-7904 ' Waiver Review Worksheet HA#: " Permit#: _Sk/iZ41/SJ39 P e ty Total` 7rFR i ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN 1 NICIPALIT�OF ANCHORAGE AND (ice a THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 3D ( day of r y �c (c- \ 24Q, by and between Ir. n lqa ICS 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 A P V/i IV % i; 4 located at � %3 - / Q i rch %v -e -e, FstfK5 Anchorage, Alaska. ._a ZO Ri✓cr �oK Aue 2. Definitions. A. Alteration. Any change to the design or function 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, "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 Page 1 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 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 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. 3. Fee. Owner shall pay to Municipality an annual fee of .2 ER ($ — 0—.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. Page 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 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 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 agreesto 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 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 change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: A 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: (7" Date:'3-30 - !P/ MUNICIPALITY: By: _ Title: Date: STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) q Theorem�g instrument was acknowledged before me this3 Giay of C t U , 200/, by t' cr, theQ, � (L of5_ on behalf of / ,achorage. C�(�Th ftBLICNOTARY PUBLIC FO ALASKA CF Page 5 of 5 My Commission expires: q - u `0� Richard\ASSIGNMEN \AAACode Addendum AMC 15.65 [N00-0257]\Memoranudm of Understanding Version Vl.doc Page 6 of 5