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HomeMy WebLinkAboutGLENN VIEW ESTATES NORTH BLK 1 LT 14Glenview Estates North Block 1 Lot 14 #051-821-27 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP121383 PID Number: 051-821-27 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade Name: WADE & JULIE BRIDGES ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ® Bed ❑ Mound Address 22471 SHADOWY SPRUCE DR. ®Other ADVANTEX CHUGIAK, AK 99567 Phone Number of Bedrooms Soil Rating Total depth from original grade 4 4 GPD/SF 0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade O Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot GLENN VIEW EST. NORTH 1 14 Fill added above original grade *"3.5 - 3.9 Ft. Gravel length 40 Ft. Township Range Section Gravel width 15 Ft. Beds: Number of Lines 3 Distance between lines 5 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ft2 -- -- Ft. Well 200+ 200'+ 200'+ NA NA TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ® otherADVANTEX Manufacturer Anchorage Tank Capacity 1500 Gal. Surface Water 100'+ 100'+ 100'+ NA Material Steel Number of compartments 2 Lot Line 5'+ 10'+ 5'+ NA NA Foundation 5'+ 10'+ 5'+ NA LIFT STATION Manufacturer Anchorage Tank Capacity 1500 Gal. Curtain Drain NA *50'+ NA NA Remarks *None known. Pump on level at Timer Act. 50 in. Pump off level at Timer Act. 29 in. High water alarm at 52 in. * 2" insulation added over all pipesu, 2rnn Ile Pump make and model 30GPM PF3005 Electrical Inspections performed by Rising Son Electric Installer RPC Tankto PIPE MATERIAL House to tank 3034 dra nfield 3034 Drainfield 3034 Co/MT 3034 Inspector ARCTERRA BENCHMARK (Assumed elevation) 100 ft Inspeection 1� 6/17/13 6/18/13 Location and description ction 2"" 306/18/13 0 Bottom of siding COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's OF ALS � Conditional Approval: Date j 9TH P KENNETH M. DUFF'U' / p� / 71 toAw G� Approved Cr/, / Date Stam Inspection Report_9-1-12.doc AS -BUILT SYSTEM DETAILS/SITE PLAN GLENN VIEW NORTH S/D, BLOCK 1, LOT 14 I x LOT 15 xJ x� x� /x/xi 268 a6 PAVED —x—x_x—'A N65 q1 �N E D/W 150a Gal Er �G am >lM� OLD SEPTIC wntex Tank SYSTEM a a LOT 4 Pu Bae n S BL 1 7+ 1 N J N p2. 7B o 2.1'x5.2' FP CANT pF 40' V. 15' / N89'57'23"E 154.41' (N89'58'04"E 154.36' R) Note: Contractor placed 2" insulation over all lines and tank in addition to the field. ABBREVIATIONS BOH = BOTTOM Of TESTHOLE CO = CLEANOUT MT = MONITORING TUBE WADE & JULIE BRIDGES 22471 SHADWY SPRUCE DR, CHUGIAK, AK 99567 907-854-3365 FIELD BOOKS 00Mvum Ba1NDAm: a1A11N: KMD STAKING: meoaa: KMD ASBUILT: SLS GATE: 5/14/1, Dw Fl : °5a` NW1560 ACAs n1E12-187 S—ASB 'lae No' 12-187 PID* 051 821 27 PERMIT* 121383 I 1 N SHADOWY �a SPRUCE DRIVE \'s 0 T� 00, N1 0 COVEERREDENY •° �(ZJ aJ S• LOT 13 0 40' GRAPHICS SCALE SCALE: 1:40 SCALEI NTS PAGE 1 OF 2 AK. 99577-60a AS -BUILT SYSTEM DETAILS/SITE PLAN PID#I 051 821 27 GLENN VIEW NORTH S/D, BLOCK 1, LOT 14 PERMIT#: 121383 IyI 91 -3 II� ��`� i �OFA4�`� / * 9TH .D CE -7118 Wq / i 3310T��' \`_-Illb:w Septic A9—B.dwD 1' + S,,dJ LEVEL HOLES DOWN BOH = BOTTOM OF TESTHOLE CO = CLEANOUT MT = MONITORING TUBE WADE L JULIE BRIDGES 22471 SHADWY SPRUCE DR. CHUGIAK, AK 99567 907-854-3365 FIELD BOOKS COMPUTED: BmmD .: DRAYM: KMD srAlc9Ta cFIEC9 KMD AS9111Lh SLS DATE: 5/14/1, DWQ.LLE: Clem NW1560 Acm R E12-187 S—ASB " Na: 12-167 N to Ln GEO—FABRIC y & INSUL. BOH SCALEi NTS PAGE 2 ❑F !I11`1I��y''7■■1111 Fr.�Il•�ll 'ULTING • 1 6 A' AN. 99577�� On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121383 Tax Code Number: 05182127000 Work Type: Septic Upgrade Permit Effective Dates: November 15, 2012 to November 15, 2013 Design Engineer: ARC TERRA CONSULTING INC Subdivision: GLENN VIEW ESTATES NORTH Site Legal Address: GLENN VIEW ESTATES NORTH BLK 1 LT 14 G:1560 Owner/Address: BRIDGES WADE M & JULIE C 22471 SHADOWY SPRUCE DRIVE CHUGIAK AK 995670000 Site Mailing Address: 22471 SHADOWY SPRUCE DR, Chugiak This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy All construction must be in accordance with: Lot Size in Sq Ft: 40135 Total Bedrooms: 4 N Private Well N Water Storage 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on'the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By, MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 051-821-27 Property owner(s) WADE & JULIE BRIDGES Day phone Mailing address 22471 SHADOWY SPRUCE DRIVE, CHUGIAK, AK 99567 Site address 22471 SHADOWY SPRUCE DRIVE, CHUGIAK, AK 99567 Legal description (Sub'd., Block & Lot) GLENN VIEW ESTATES NORTH BLOCK 1,LOT 14 Legal description (Township, Range & Section) Lot Size 40135 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ® Initial ❑ Single Family (SF)] Septic Tank Upgrade FX1 (w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 'S 30" Date of Payment: mol; -q ha C.1^c, Receipt Number: 055 60\a Permit No. DS P1�13S('� Pe«ail App_ 9-1-12.dcc Waiver Fees: Date of Payment: Receipt Number: Waiver No. a NRCTERRq � ARC1m EP.RA 2 CONSULTING, INC * 212 E. 51' Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 fey KrnSG ��` October 22, 2012 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Septic Permit — Glenn View Estates North Bl, L14 The owner has requested we proceed forward to obtain a septic permit to upgrade the failed septic on the subject lot. The general slope of this lot is from north to south at a grade of approximately 3-5% over the septic area. We have designed the 4 -bedroom system utilizing the testhole that was performed in the fall of 2012, which results are attached. Water was noted at 4' during monitoring. The existing septic is encroaching groundwater and will be abandoned in place. We propose to install a pressurized Advantex mound system. Adjacent properties are served by public water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 /FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, P. Attachments: On -Site Sewer Application Wastewater Absorption System Details/ Site Plan Soils Logs/ Percolation Tests 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES NORTH BLOCK 1, LOT M SUBD. SERVED BY PUBLIC WATER NO PUBLIC WELLS WITHIN 200' W PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PROPOSED WELL EXCEPT AS NOTED. LOT 15 ==APj LOT 14` \\ LOT 13 LOT 10 1 # --- LOT 9 / LOT 8 NO SLOPES >10% WITHIN 100' OF PROPOSED FIELD Scale; 1'= 100' DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD PAGE 1 OF 2 600 GPD/ 4 GPD PER SQ, FT. (14 MIN/IN.)= 150 SQ. FT (150 SF/ 15' (W)) = 15 FT. BED USE 1 BED - 40 (L) X 15' (W) Total depth of system Is 0.0' from original grade. Total depth of gravel below distribution pipe is 0.5' Remove top V and add 1' MDA approved sand back to orlginal grade. NOTES: 1. CONTRACTOR & ENGINEER TO VERIFY INTEGRITY OF SEPTIC TANK AND REPLACE AS REQUIRED. INSULATE TANK IF (4' COVER. 2. INSULATE BED WITH 2' HD BURIAL FOAM, 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 2' COVER WITH INSULATION, TOP SOIL & SEEDING, 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS & SEPTICS. PREPARED FOR1 WADE & JULIE BRIDGES 22471 SHADOWY SPRUCE DR. CHUGIAK, AK 99567 907-854-3365 FIELD BOOKS BDU "" BOUNC SIMM STAKIN A"u" JAG Owe PRE ""B FLE* FILE OONPUim: DRAWN: BMW DNEa001: KMD DATE 10/19/ ftlD: NW1560 'IDB Ne: 12-187 � �RCTER� pz z� f QAND SU�� EpT lot At. 9"" WASTEWATER DISPOSAL SYSTEM DETAILS GLENN VIEW ESTATES NORTH BLOCK 1, LOT 14 P` LOT 15 GEDLNEWGAL WOON EY.ISIIND NC SYSTEM PLACE EXISIINO 1230 INSE 6—.<f� IS CAL S.T. �Ja ELEC/COM ONE Comm Sox / J LOT 14 d� nllz—T �Ja 0 1 I FLAT (0—ax VAR) N E OF AL.q�1t PREPARED FOR: �A"V,fi�1� WADE &JULIE BRIDGES `t 22471 SHADOWY SPRUCE DR. Tji*CHUGLAK, AK 99567 m 907-854-3365 H FIELD BOOKS COMPUTE: ZW ` CE -7 6 04 Mm'AlmBOUNpADRAM: BMW /Bsr~ STAKING E:KMD "s'K"LT° JAG wL- 10/19/12 OND. FIE: aE: NW1560 ^ AM FILM FILE a00 N..: 12-187 eti\ 6G/��C TS S/D TH2002 Scale) 1'= 30' PAGE 2 OF 2 gra �RcRp-k r 'G 9ryD SUES' � ar e3srr�' WASTEWATER ABS❑RPTI❑N SYSTEM DESIGN DETAILS GLENN VIEW NORTH ESTATES BLOCK 1, LOT 14 K 1' O O F H FINISHED GRADE (ADD UNCLASSIFIED FILL) o S Aw MC TnDcMTI G OccncTl / \JCGCTATC'71 Y INSULATION L FILTER FABRIC AND INSUL >` I- u 5 W I OriglnnL Grtl. z > i W W > X20 SEWER ROCK 7 MIN, '1.Q'+ ANII,. FIL T.ER FOR :SEP4RA.T.IgH Nnrl4 500 GAL S.T.E.P. Lift Station 40' BED PRESSURIZED DISTRIBUTI❑N SYSTEM HOLE SPACING DESIGN 1. RESIDUAL HEAD = 5' 2. HOLE SIZE = 3/16' = 1.00 GAL. PER HOLE @ 30 PSI 3. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES BON LI 4, 105 LF LATERAL/30 HOLES = 3.5' SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS. 2,5'(typ) eln'(rtyP)CAP ENDS OF PIPE M.T. T 105 LF 1 1/4' PVC W/3/16' HOLES `D- @ 3.5' SPACING (TYP) 1 1/4' PVC FROM TANK TO FIELD Ln 1 1/4' PVC FOR MANIFOLD .-� 2.5' LOo Sc M.T. O LD LJ 0U p, C) 40' ��0L) FONOTES: 1. TANK MAYBE INSTALLED IN 3' OF WATER, HEREBY REQUIRING ADDITIONAL WEIGHT FOR INSTALLATION. USE 1000 POUNDS OF SADDLE WIEGHT. 2, CONTRACTOR WILL ENSURE A BOTTOM OF TANK DEPTH NO GREATER THAN 9' MAXIMUM. 3. FILL OVER TANK WILL BE CLASSIFIED AND COMPACTED TO 95% DENSITY FROM EXISTING 1250 GAL S.T. 4. TANK TO HAVE A MINIMUM OF 2.5' OF COMPACTED COVER. 5. GROUND WATER LESS THAN 4.0' MAY REQUIRE ADDITIONAL SADDLE WEIGHT. AW OFAL11 TH i * �0, ' KENNETH M. S/ CE-711laliay'll 2— w= 1Air FESSI0�1'4 V PREPARED FOR: WADE & JULIE BRIDGES 22471 SHADOWY SPRUCE DR. CHUGIAK, AK 99567 907-854-3365 FIELD BOOKS BOUND t7: JAG 9Tmm NA ASBULT: JAG DWG. FILE: ACRD FILE: CONPUM: DRAWN: BMW CHICKM- KMD DAT' 10/19/ GRID: NW156C ,:DB No.: 12-167 \\. mwAmi nn\W l M 9F r.. — RM im Innnl\DIFN MM NnRR1\Rln 1\Int 14\Awn\Pmmmriaml Rm1 f.VNAwn PAGE 3 OF 4 Ilii,"���II�II AND Sy" s Pq K. 9957 -.15 AdvanTex Treatment System AX 20 Series - Mode 1 a Inlet Riser/Lid Inlet T-- Iiew . -"'rPackage Na. Riser/Ud arge Filtrate 1/8'/ft.) End View 1. INSTALL 1500 GAL SEPTIC TANK W/ INTEGRATED ADVANTEX SYSTEM - OR TANK WILL BE SIZED PER ANCHORAGE TANK FOR A 4 BDRM RESIDENCE. 2. INSULATE TANK, EXCEPT BELOW ADVANTEX PADS TO ALLOW HEAT TRANSFER. 3, NO AIR LINE REQUIRED. _.4-ft�L\ OF AZ VA TH* q KENNETH M. 0 cE-7116 �A: PREPARED FOR. WADE & JULIE BRIDGES 22471 SHADOWY SPRUCE DR. CHUGIAK, AK 99567 907-854-3365 FIELD BOOKS owPuno: eOaNWY: "A": BMW SIAM O: STAKING ate' KMD Awo-" JAG CAM 10/22 DW M: MD: NW156C ACAs " FILE " Mh[ 12-187 stum Line Filtrate Dia. ling Scale: NTS PAGE 4 OF 4 Q� �gCTERR� v K 2 4 m � R/l�.NSULTT • 1161 R, AK. 9957577�61 s' ARC 1m ERRA CONSULTING, INC V g g 212 E. 5151 Ave, Anchorage, AK. 99503 } Office (907) 868-3791, Fax (907) 868-3793 Yf,4M1Cp�M1S'�LTPoSG NG��I GYM]11E.y��tZiL�l1►_��[�7�ill�x.Yl�i Performed for: Wade & Julie Bridges Date Project: Glenn View North Block 1, Lot 14 TEST HOLE # TH 12-1 Depth Feet SEE ATTACHED SITE PLAN ORG/OL FOR HOLE LOCATION 1- SM/GM 10- B.O.H. it- 12- 13- 14- is- 16- 17- 18- 19 - HOLE PRESOAKED 20- PRIOR TO TESTING Was Ground water encountered? NO What depth? NA Depth to water after monitoring? 4' Date? 10/10/12 Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/26/12 1:00 6 - 2 1:30 30 min 3 12/16' 2 4/16' 3 * 1:30 6" - 4 2:00 30 min 3 12/16' 2 4/16' 5 * 2:00 6' - 6 2:30 30 min 3 13/16' 2 3/16' 7 8 9 10 11 12 * Water Added Percolation Rate 14 (min/in) Pere Hole Diameter 6" Test Run Between 1 feet and 2 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Municipality of Anchorage e Development Services Department n` 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 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW040055 PID Number: 051-821-27 Name` WALLACE HOMES Wastewater System: ■ New ❑ Upgrade Y P9 Address: 18306 PARKVIEW TARRACE LOOP, EAGLE RIVER ABSORPTION FIELD Phone: No. of Bedrooms: (907) 230-9199 4 O Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION5 Soil Rating. 0.45 Total Depth from original grade: GPD/sg. Ft. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade:Gravel depth beneath pi s: 1 14 GLENVIEW NORTH SUBDIVISION N 4.35/S 4.39 N 3.15%S 3.11 Ft. FL Township: Range: Section: FlII added above original grade: Gravel length: — — — SEE DWG Ft. 2®78 (156 TOTAL) Ft. WELL: ❑ New ❑Upgrade Gravel width: 5 Number of lines: Distanca between lines: 2 15 + Ft, Total absorption area: Ft. Pi pe material: Classification Privots. A.B.G): � Ci Cased To: C� w P Fe. Ft. 1345 so. Ft. D 3034/ F-810 Driller. ��G Date Drilled: Static Water Level: Installer. GREEN GENERAL Date installs : Pv8 428-29/2004 Ft Yeld: Pump Set At: Casing Height Above Ground: /� TANK GPM Ft. Ft. SEPARATION DISTANCES aseptic ❑Holding ❑S.T.E.P. 13Other To Septic Tank Absorption Field Lift Station Holding Tank Public/Private sewer Lines Manufacturer. ANCHORAGE TANK Capacity in gallons: 1250 From Well 200'+ 200'+ — — 25+ Materiol: STEEL Number of compartments: 2 Surface Water 100'+ 1oo'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Size in gallons: Manufacturer, Foundation 5'+ 10'+ — — — 'pump on' level at: Pump off at: High water alarm at: Curtain Drain 50'+ 50'+ — — — Pump Make odel: Electrical Inspections performed by: Remarks: BENCH MARK Location and Description: TOP OF CMU FOUNDATION NEAR POINT A Assumed Elevation: 904 FL ENGINEER'S SEAL o OF• 44 Inspections performed by: AKWWC, INC. Dates: 1st 4/28/2004T ........ ............*. 2nd 4/28/2004 3rd 4/29/2004 " .""' .""" QQ ' J y Gar sS. O Development ervices Department Approval��{ �p9s ` 79 ,oma Reviewed and approved by: ate: � "� `� p4ea professiono, �4400000� (R.. ,z/m) e 116/0, *_ vs -r. Svt-.,j Pu4cac. uao PERMIT NUMBER: AS BUILT DRAWING PARCEL ID NUMBER: SW040055 051-821-27 1 A I a 1 FCO 7.95 57.36 STI 11.12 57.99 ST2 17.63 60.06 DBL1 19.65 60.91 DBL2 20.65 61.45 FS 45.38 80.47 001 44.41 46.21 MTI 43.97 50.87 CO2 66.09 118.90 Mit 64.28 115.82 CO3 156.40 158.95 MT3 57.76 64.58 C04 1 79.91 127.79 MT4 178.76 1125.52 TWO NEW DRAINFIELDS SEPTIC TANK ALTERNATE SITE WILL REQUIRE THE USE OF A ADVANTEX SYSTEM - i TH#1 y06; s 6/01/2004©OF �c DRAWN BY: V 40 GARNESS ENGINEERING GROUP, Ltd. R.A.L. DO r00O ;R;cnnu;wurary mvxx=;;; CONSULTANTS & GENERAL CONTRACTORS SCALE: 09 H,� O 1> = �...: ,)701F. IOI . TUDOR ROAD.;I1ITF ICI ' ANCHORAf F. AK 99507 ` PHONE (90])33]-6V9' FAX (907)339-324640' ......... D PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q WALACE HOMES (907) 230-9199 2 OF 3 Q J fre Orn s: LEGAL DESCRIPTION: Q 9 Q GLENN VIEW NORTH SUBDIVISION; LOT 14, BLOCK 1, OR el C 79 Ne TYPE OF WORK: 4 AS -BUILT DRAWING OF NEW SEPTIC SYSTEMOOpessio PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW040055 051-821-27 FINAL GRADE = 5.99-96.17 INSULATION 2' TOP OF TANK AT TOP OF TANK AT INLET = 92.32 OUTLET - 92.28 INVERT OF BUNG AT INLET = 91.73 NORTH TRENCH MT CO ORIGINAL GRADE _ 95.19 O HIGHEST 7 POINT -N / 5 RELATIVE ELEVATION OF TESTHOLE - 81.69 NEW 1250 GALLON SEPTIC TANK `INVERT OF BUNG AT OUTLET - 91.70 SOUTH TRENCH IE - MT CO FINAL GRADE _ .06 ORIGINAL GRADE - 96.64-97.10 95.25 O HIGHEST POINT FABRIC Fr FILTER FABRIC —INVERT OF PIPE 90.84 -BOTTOM OF TRENCH - 87.69 6/1/2004 DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. SCALE: R.A.L. 4vnwma r:,�aaCONSULTANTS& GENERAL CONTRACTORS autters-emn 1" = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WALLACE HOMES (907) 230-9199 3 OF 3 LEGAL DESCRIPTION: GLENN VIEW NORTH SUBDIVISION; LOT 14, BLOCK 1, TYPE OF WORK: AS -BUILT PROFILE DRAWING OF SEPTIC SYSTEM OF PIPE _ 90.86 OM OF = 87.75 4"0 E 7953 OA.RNESS ENGINEERING GROUP, Ltd. �vae"ao"n»n CONSULTANTS & GENERAL CONTRACTORS aamnwwr�am Dt E. NOOK PMD, SURE 101 • ANC4owr. m qm7 • PNONe 807 —0178 • PA%: BO M • WEHS - pafflMpO81,INrNq.wm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: GLENN VIEW NORTH SUBDIVISION; LOT 14, BLOCK 1 PERFORMED FOR: WALLACE BOSSERMAN DATE: 4/26/2004 DEPT (feet ORGANICS TEST HOLE #2 1 SILTY SAND DEPTH TO AND GRAVEL GROUNDWATER DATE DRY 4/26/04 READING .. SOIL CLASSIFICATIONS WATER LEVEL READING NET DROP (INCHES) 4/26/2004 f x Ip9s .. pn.a. y G n s. CE 7953 ,cmG , — ..... go N 2 10:00 30 •- 1 1/2' 3 10:00 _ IlmnliML — 4 10:30 ' 11.11'11GM 1 1/2" CL 5 M — 6" — N�NN, OIL 11:00 30 4 1/4-P 1 1/2' woo 0% SwIIIIIIIIIMH M I/%CH %Sm X OH Sc SILTY SAND DEPTH TO AND GRAVEL GROUNDWATER DATE DRY 4/26/04 DATE READING .. T . . WATER LEVEL READING NET DROP (INCHES) 4/26/2004 f x Ip9s .. pn.a. y G n s. CE 7953 ,cmG , — ..... go DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/26/2004 1 9:30 — 6" — 2 10:00 30 4 1/2- 1 1/2' 3 10:00 — 6" — 4 10:30 30 1 1/4" 1 1/2" 5 10:30 — 6" — 6 11:00 30 4 1/4-P 1 1/2' 19� PERCOLATION RATE 0040 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS jpEFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: z 0 0 m D V) J m I Q W W N Q K ~ 6 Or Z O § Q WO �2 z U W W O z} O W vi w ozQNooz zg �= Z 3p w S F,<00 Z -'a DPW Z U O J O U H a W S Q= m O O z W O Zl-i- 3=x Kw f' a¢ W W O N N N 0 N ->x O w O W w 0 0 O w�: U p o U U} Z ~ �W W m X w w w O Z 0 Z W K mow U N O xa�aW,=mMm w w W w= o~ V O O W U �= OZ w z Q m Z U w _Z Z U Z m N O w w O F Z K ZD S wa�=OoNw wig, wWO z bMZ � LQ <D=w \_w 'ems¢ mini a m a Q N U W U Z ;a30o C LL ° = a a z q a• e � ¢ m e � M T'° C5 e O ° V J O I J m I Q W W N Q K ~ 6 Or Z O § Q WO �2 z U W W O z} O W vi w ozQNooz zg �= Z 3p w S F,<00 Z -'a DPW Z U O J O U H a W S Q= m O O z W O Zl-i- 3=x Kw f' a¢ W W O N N N 0 N ->x O w O W w 0 0 O w�: U p o U U} Z ~ �W W m X w w w O Z 0 Z W K mow U N O xa�aW,=mMm w w W w= o~ V O O W U �= OZ w z Q m Z U w _Z Z U Z m N O w w O F Z K ZD S wa�=OoNw wig, wWO z bMZ � LQ <D=w \_w 'ems¢ mini a m a Q N U W U Z ;a30o C LL ° = a a z q a• e � ¢ m e � M T'° C5 e O ° V 4 4 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 PERMIT Initial Permit Number: SW040055 Legal Description: t/ Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: WALLACE BOSSERMAN Owner Address: NHN GOLIATH DRIVE CHUGIAK , AK 99567 - Date Issued: Apr 14, 2004 Expiration Date: Apr 14, 2005 Parcel ID: 051-821-27 Site Address: NH N GOLIATH DRIVE Lot Size: 40135 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Z Disposal Field Z✓ Septic Tank Holding Tank [] Privy E] 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. Received By: Issued By: Date: -j///5/0X Date: TZ/ 4 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 FOR A SINGLE FAMILY DWELLING Parcel I.D. Oil —02 ! - 2 7 Permit Number 5fA.0440�s Property owner(s) WALLACERQUEEMAN Day phone 240-8430 Mailing address (1) _. 18306 pAgKvLEW TEF?gACE Loop * EAGLE g,VFg. AK, Mailing address (2) NN/V (re L l I % I-( D Ri V F Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 14 R1 0 .K 1 • GLENN VIEW ESTATES NORTH SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size 4aj 133- Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only 0 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. GARNESS ENGINEERING GROUP Ltd. Permit Fees:_ �(OU Waiver Fees:_ Date of Payment: 1 lMC Date of Payment: Receipt Number: 0C1()211;6() Receipt Number:. GR1q IV1V/3'S`9 GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS }iia t April 5,2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 Ref: Proposed Septic System for Lot 16, Block 5; Sky Ranch Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a public well and a private septic system. We are proposing to install a 1250 gallon septic tank and a 5 -wide trench type drainfield. Two test holes were excavated on the property (test hole one was excavated by GEG Ltd, and the other is a subdivision test hole). The drainfield will be designed around the 30 foot radius of the GEG test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of .45 gallons/day/ftz should be used. 2. TRENCH DESIGN: a. Percolation Rate: 40 minutes/inch b. Proposed Application Rate:.45gallons/day/ftz c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1333 ftz f. Total Depth: 7 feet (max.) g. Effective Depth: 3' h. Width: 5 feet i. Reduction Factor: .58 j. Minimum Length: two trenches both at 78 feet long(together at 156 feet long) k Effective absorption area = 1345 ftz 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179* Fax: (907) 338-3246 * Website: gamessengineering.com 4. TOPOGRAPHY: The area around the proposed drainfields is relatively flat. In short, there are no slope concerns. 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 assistance. .E., M.S. NOTE: A site plan drawing, a design drawing, two soils 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: gamessengineering.com r LOT 17, BLOCKK 1; S/D GLENN VIEW NORTH I I LOT 16, BLOCKK 1; j S/D GLENN VIEW NORTH I I I LOT 15, BLOCKK 1; j S/D GLENN VIEW NORTH I LOT 11, BLOCKK 1; S/D GLENN VIEW NORTH CONFORMATION q B DRSED TEST HOLE, AND L_ HOUSE PERK TEST DONTO BE ENEDSPRIOR TO ANY ISTALLAMON. TH#1 LOT 10, BLOCKK 1; S/D GLENN VIEW NORTH \ V -PROPOSED SEPTIC SYSTEM (SEE DESIGN, PAGE 2 OF i X LOT 9, BLOCKK 1; S/D GLENN VIEW NORTH II �� ♦I�i ii �...''--_—__— I DATE: • m./ - RAL GARNESS ENGINEERING GROUP, Ltd. SCALE: ::mraair.-�mcas�sur CONSULTANTS & GENERAL CONTRACTORS 1 ,> loo, 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE. AK 99507' PHONE (907)337-6179 " FAX 907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: WALLACE BOSSERMAN 230-9199 1 OF 2 LEGAL DESCRIPTION: GLENVVIEW ESTATES NORTH SUBDIVISION; LOT 14, BLOCK 1, TYPE OF WORK: .. SITE PLAN FOR PROPOSED SEPTIC SYSTEM EI LOT 1, SLOCKK 2; S/D GLENN VIEW NORTH i I i ---------------- '.EY BOXY___—____ )ROPOSED ATER LINE LOCATION GLENN VIEW NORTH S/D; LOT 13, BLOCK 1, LOT 8, BLOCKK 1; S/D GLENN VIEW NORTH ®M r--1 of vA. G r SS.... Gs LOT 15, BLOCK 1; S/D GLENN VIEW NORTH CONFORMATION TEST HOLE, ANDPERK TEST NEEDS TO BE DONE PRIOR TO - ANY ISTALLATION. INSTALL FLOW '"•''..�•:•, SPLNTER INSTALL DOUBLE j} TH► as RV PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 7 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 78 FEET LONG EACH (156 FEET LONG TOTAL). ADD 3 FEET OF CLEAN. WASHED SEWER DRAINROCK.J \ PROPOSED 1250 GALLON SEPTIC TANK LOT 9, BLOCK 1; S/D GLENN VIEW NORTH KEY BOX (APPROXIMATE \ LOCATION), PROPOSED WATER\ LINE LOCATION i i i i i AN ADVANCED TREAT SYSTEM WILL BE REQUIRED "gun„ RAL GARNESS ENGINEERING GROUP, Ltd. sem, amdxw:vr.+mmttAw:CONSULTANTS& GENERAL CONTRACTORS m to 40' 3701 E. TUDOR ROAD. SUITE 101 - ANCHORAGE, AK 99507 ' PHONE (907)337-6179 ` FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WALLACE BOSSERMAN 230-9199 2 OF 2 LEGAL DESCRIPTION: GLENN VEIW NORTH ESTATES SUBDIVISON; LOT 14, BLOCK 1 TYPE OF WORK: DESIGN DRAWING FOR PROPOSED SEPTIC SYSTEM fir-l-mirlr 4 ........ ..........::. . of y A. G r ssr C 7953 mp 04@gP�ofe55;0� GARNESS ENGINEERING GROUP, i � nxoacwrse�a�r�.mzwxn'. CONSULTANTS & GENERAL C0NTRACT0RS mmm IJVIL LVb — PLRLVLAIwry ILJII LEGAL DESCRIPTION: GLENN VIEW NORTH SUBDIVISION; LOT 14, BLOCK 1 PERFORMED FOR: WALLACE BOSSERMAN DATE: 3/19/2004 DEPTH (feet) _ ORGANICS TEST HOLE #1 1 7 DEPTH M$OIL DRY 3/19/2004 CLASSIFICATIONS 3/25/2004 3/23/2004 1 4:55 SILTY SAND 6" – GW _ •ML AND GRAVEL M101:11111 M 5 1/4" 3/4- 3 9- – 6" – It311m IIGM 5:55 CIL 5 1/4- 3/4" 11 5 5:55 �NN • 12- 213 II 6 6:25 30 13— 3/4" osm • SC 7 DEPTH DATE DRY 3/19/2004 GM/SM 3/25/2004 3/23/2004 1 4:55 SILTY SAND 6" – 2 AND GRAVEL 6 5 1/4" 3/4- 3 9- – 6" – 10- 1011 5:55 30 5 1/4- 3/4" 11 5 5:55 – 6" 12- 213 6 6:25 30 13— 3/4" 15- 16- 17- 18— C== 5161718 DEPTH TO GROUNDWATER DATE DRY 3/19/2004 DRY 3/25/2004 3/23/2004 1 4:55 – C== TH#1 S/DTH �I DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/23/2004 1 4:55 – 6" – 2 5:25 30 5 1/4" 3/4- 3 5:25 – 6" – 4 5:55 30 5 1/4- 3/4" 5 5:55 – 6" – 6 6:25 30 5 1/4" 3/4" PERCOLATION RATE 40 (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: CALEB GALL PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS JPEVFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 051-821-27 1. GENERAL INFORMATION Expiration Date: � - / eq - 4C Complete legal description GLENN VIEW ESTATES NORTH BLOCK 1 LOT 14 Location (site address) 22471 SHADOWY SPRUCE DRIVE, CHUGIAK AK 99567 Current Property owner(s) WADE & JULIE BRIDGES Day phone Mailing address Real Estate Agent 22471 SHADOWY SPRUCE DRIVE CHUGIAK AK 99567 Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) a ❑ Duplex RAY 3 ❑ Multiple Dwellings (Single Family and/or Duplex) 2014 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class A Well ❑ Community ❑ Public Water System ® Public Sewer ❑ WaiverNariance request for: Received by: :z - ",2 Date: COSA to be released to the engineer, unless ok r i e requested by the engineer. COSA Fee $ 2-i'�8• J" Waiver Fee $ Date of Payment d)! Z�/� Ck I V57 Date of Payment Receipt Number Receipt Number COSA # 17- Waiver # 5. 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 Certificate of On -Site Systems 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 all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 5/14/14 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future `�,`� occupants or can ArcTerra guarantee that no unseen Off. 4 J� ` encroachments, deficiencies or discrepancies exist. a� 1 1 aTH/\ Yy� 6. DSUSIGNATURE System #1 Approved for bedrooms. System #2 Approved for bedrooms. The upon Disapproved. Conditional approval for bedrooms, with the following stipulations: Original Certificate issues Certificates of On -Site Systems Approval (COSA) based only Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other If more than 1 septic system is on the lot: COSA Checklist # _of Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: GLENN VIEW NORTH BLK 1 LOT 14 Parcel ID: 051.821.27 A. WELL DATA Well type AWWU If A, B, or C provide PWSID # Date completed Sanitary seal (Y/N) Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: ft. -M Coliform colonies/100 mL Nitrate mg/L Arsenic: ug/L Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC / STEEL Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping NA -NEW TANK Pumper C. ABSORPTION FIELD DATA Well Log (Y/N) Wires properly protected (Y/N) Y Casing height (above ground) _in. AT INSPECTION ft. Collected by: Date installed 6118113 Cleanouts (Y/N) Y High water alarm (Y/N)4L I _ Date installed 611812013 Soil rating (g.p.d.fftz or ffz/bdrm) 4 apd System type BED Length 40 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth 0_5 ft. Eff. absorption area 600 ftz Monitoring tube Y Depression over field N Date of adequacy test NA- NEW SYSTEM Results (Pass/Fail) For 4 bedrooms Fluid depth in absorption field before test in. Water added_ gal. New depth in. Elapsed Time: I min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION - NA Date installed 611 812 01 3 Size in gallons 1500 Manhole/Access (Y/N) "Pump on" level at Time Act.50 in. "Pump off' level at Time Act 29 in. High water alarm level at 52 in. Datum E. SEPARATION DISTANCES Cycles tested Meets alarm & circuit requirements? WELL ON LOT TO: - NA COMMUNITY WATER SYSTEM Septic tank/lift station on lot On adjacent lots Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas SEPTIC/HOLDING TANK ON LOT TO On adjacent lots Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 101+ Surface water 100'+ Wells on adjacent lots 2004 ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 10'+ Surface water. 100'+ Driveway, parking/vehicle storage 104 Curtain drain 50'+(NONEKNOWN) Wells on adjacent lots 200'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name KENNETH M. DUFFUS Date 5111411114 COSA brown sheet 10-10-12.doc OF 4TH 4 i� KEN 7118 1=F, / ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND WALiEPZ la/ MOLV/JEA Ulf 1 THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 12 Day of .hi d E of 20/-Y, by and betweeidlh�,� j�( p t fQ�y yEAl1X , 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. Mtmicipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex located at Glenn View North, 22471 Shadowy Spruce ce Dr, Chugiak, Alaska, 13-1 J--( 4 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. 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 the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Constriction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of Zero ($ 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. 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 Epub)ment. 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 Owmer 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 perforrned on the system pursuant to the terms and conditions contained in the Owner's A W WTS 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: asnoted 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 AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. A'onwaiver. 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 anyway effect the validity of the Memorandum of Understanding or any part hereof, or the right of such petty 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: _jg%f#L-I'CR Af Itfayl 4F-&*. Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shalt 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 shalt 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. r OWNE f MUNICIPALITY: >3y: ot, ;, t RC1+7G Date: _ -5/r E By: STATE OF ALASKA THIRD JUDICIAL DISTRICT Title: Date: } ss. k, The foregoing instrument was acknowledged before me this 'day of�� 20 ,byY(1i. /h,,' tstttei fit NOTARY PUBLIC FOR AL 'K My Commission expires: f _ I r I ,t Municipality of Anchorage •. • -� Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw, Street P.O. Box 196650 Anchorage, AK 99519-6650 t www.muni.org/onsite �l (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-82-127 COSA# I O DO 7 9 1. GENERAL INFORMATION Expiration Date: 14-1-11 Complete legal description GLENN VIEW NUNIH ULVLA 1. wi Ig Location (site address) 22471 SHADOWY SPRUCE 'CHUGIAK, AK 99567 Current Property owner(s) MITCH KEHR Day phone 317-8990 Mailing address 22471 SHADOWY SPRUCE •CHUGIAK, AK 99567 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System N TYPE OF WASTEWATER DISPOSAL: Individual On-site N Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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 Certificate of On -Site Systems 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 riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system Is(are) in compliance with all 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, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date --Z/7-610 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 8 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 tho family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory 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 provide 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 pally Is not authorized, nor will It confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory L� Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: (Rn.1 /NS) P�tY'0F;W, ? . ONSITE �J. WATER AND m WASTEWATER PROGRAM ' Original Certificate Date: Lam) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Legal Description: GLENN VIEW ANORTH BLOCK 1, LOT 14 A. WELL DATA PUBLIC WATER Well type If A, B, or C provide PWSID# _ Date completed Sanitary seal (YIN)_ Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULT Coliform olonies/100 ml. Ars ug./L. B. SEPTIC/HOLDING TANK DATA CHECKLIST Parcel ID: 0 ILI' E z ► _�Z 7 Well Log (YIN) - Wires properly protected Casing height AT IN TI �.m. — 9 -p.m - Nitrate mg./L. Other bacteria Date of sample: Collected by: _ In. colonies/100 ml. Tank Type/Material SEPTIC/STEEL Date installed 4/28-29/04 Tank size 1250 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N)'YES Depression over tank (Y/N) NO High water alarm (YIN) N/A Date of pumping 10/16/09 Pumper JR PUMPING C. ABSORPTION FIELD DATA WOOw xiStiNG Canoe NORTH/SOUTH Date installed 4/28-29/04 Soil rating (g.p.d./feo /bd 0.45 System type DUAL -TRENCH Length 78/78 ft. Width 5/5 ft. Gravel below pipe 3.15/3.11 g - i Total depth•9.08 •9.35 ft. Eff. absorption area 1345 W Monitoring tube YES Depression over field NO Date of adequacy test "2/22/10 Results (Pass/Fail). PASS For 4 bedrooms Fluid depth in absorption field before test 5 in. Water added 11_00gal. New depth 14 in. Elapsed Time: 1120 min. Final fluid depth? 1 in. Absorption rate >= 600+ g,p-d, Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date - **ONLY NORTH TRENCH WAS TESTED. SOUTH TRENCH WAS VISUALLY INSPECTED ON DAY OF TEST AND HAD V OF STANDING LIQUID. D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off- levelHigh water alarm levet at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line PUBLIC WATER On adjacent On adjacent lots Holding tank manhole/cleanout areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 59+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 00'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and per, Id .Z'*vo0 review of Municipal records that the above systems are in • """ .. ' .... "' ........ conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS0E-795 Date 3/2L1/o �Q °tee ''�2b f��c9oo� COSA Fee SS Waiver Fee $ Date of Payment—w— Date of Payment Receipt Number 0 Ou / O y Receipt Number (Rev. IV05) ■f GASTALDI LAND SURUEY ■i PHONE N0. : 9072489362 Mar. 26 2010 01:20PM P1 1� O Municipality of Anchorage F a • " ° Development Services Department 1\�Building Safety Division s. . On -Site Water & Wastewater Program 4700 South Bragew St. 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 Parcell.D. 051-821-27 HAA# ogo5gq 1. GENERAL INFORMATION Expiration Date:91/r�_ 105 Complete legal description Location (site address or directi Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address i WALLACE BOSSERMAN Day phone 230-9199 18306 PARKVIEW TERRACE LOOP *EAGLE RIVER, AK 99577 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System N Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ 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. 1 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 all 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. 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. Satisfactory 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 provide 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 `"I bedrooms. Disapproved. Conditional approval for bedrooms, with the filowing Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Date 6'tjb - Manitenance Agreements Supplemental Engineer's Reort Other By:� 11- 1m1 t AU WK La o QD. Original Certificate Date: (Rev. wo>> G`QP,.;... ON-SITE • ; • WATER AND WASTEWATER Developer norage apartment �ogram W 5 R y i it"nf cs (vassal ani ror ooms �,.�� aer e�_ga]. New de m Absorption rate >= g.p.d. Pl If voC ni\/P riafP tii� line /6 ,W .. ..uN`' ax. /.. ze in gallons "t.... ...._.',; ., t..r SiManhole/Ac "Pump off in. High water alarm level at in. Cycles tested Meets alarm & circuit, requirements? On adjacent o s gni: On ad ac .le Public sewer manhole/cleanout Holding tank rvice line 10'+ Surface water 1'00'+ y the above "systems are in Velines in effect on this date. 7 . ......... ..I........ J r G mess: Fa 0 IX .. � gProfessio�o Waiver Fee Date of Pay IRiGi1:Ai