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HomeMy WebLinkAboutGLENN VIEW ESTATES WEST PH 1 BLK 1 LT 1Glenn View Estates West Ph 1 Block 1 Lot 1 #051-793-01 Municipality Anchorage a° (7/4-1� rr� l of I Development Services Department Building Safety Division �5. . Ty 4I On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW040126 PID Number: 051.793.01 Name' JOHN COPENHAVAR Wastewater System: ❑ New 0 Upgrade Address: P.O. BOX 670345 CHUGIAK. AK. 99567 ABSORPTION FIELD Phone: Number of Bedrooms: 688-6061(9071 4 0 Deep Trench El Shallow Trench 0 Bed 0 Mound 0 Other: LEGAL DESCRIPTION Soil Rating: 0.6 GPD/Ft2 Total Depth from original grade: 4.5 Ft. Block: Lot: Subdivision: tf. 1 1 GLENN VIEW ESTATES WEST Depth to pipe bottom from original grade: 2 Ft. Gravel depth beneath pipe: 2.5 Ft. Township: Range: Section: Fill added above original grade: +/- 0.5 Ft. Gravel Length: 128 Ft. Well: ❑ New ❑ Upgrade Gravel width: 5.0 Ft. Number of lines: 2 Distance between lines: 10+ FL Classification (Private. A, B, C): PUBLIC WATER Total Depth: Ft. Cased to: FL Total absorption area: 1000 Fe Pipe Material: D3034 & F810 Driller: Date Drilled: Static Water Level: Ft. Installer: DEAN CONST. Date Installed: 6/3/2004 Yield: GPM Pump Set at: Ft. Casing Height Above Ground: Ft. TANK SEPARATION DISTANCES _l Septic ❑ Holding • S.T.E.P. • Other: To From Septic Tank Absorption Field Lits Station Holding Tank Public/Private Sewer Line Manufacturer. Anchorage Tank Capacity. Gal. Well 100'+ 100'+ NA NA 251+ Material: Steel Number of Compartments: 2 Surface Water 100'+ 100'+ NA NA LIFT STATION Lot Line 5'+ 10'+ NA NA Size: 500 Gal. Manufacturer: Orenco Foundation 5'+ 10'+;n, 'Pump on° level at: "Pump off' level at: 42" in. High water alarm at: 48" in. Curtain Drain NA *50'+ NA NA Pump Make & Model 30 Gal. Electrical Inspections performed by: BRICK'S ELECTRIC Remarks: *none known BENCH MARK Location and Description: GARAGE SLAB Assumed Elevation: 100 Ft Engineer's Stamp Inspections performed by: KND Engineering Dates: 1a` 6/3/2004 {�e®FALMe °'•••s..9+0 2nd 6/4/2004 �" <*s ? . * F/ Developm t Services Approval es I ""': e `DDeepartment • t S Reviewed and approved Q PP by: 4. .L, W 1 C A 0 * Q.. Date: 9 _rel ? Kul" ,ell er / __ (Rev. 12/00) """YY4 ` ! •• C.' 75 a. _ r-RnececICSW-s . :•�4Q, L KND LiC AS -BUILT SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST S/D , BLOCK 1, LOT 1 96" TH RESERV SYSTEM M T—F EXISTING 500 GAL. LIFT STATION IVERTER EXISTING 1250 GAL. SEPTIC TANK TH #KND9 /ACA\T A—C=57.0' B—C=59.0' A—D=58.0' B—D=61.5' A—E=66.8' B—E=78.8' A—F=129.0' B—F=133.7' B—G=87.9' A—H=126.5' B—H=139.4' U CLEANOUT ONI • TUB —E FINAL GRADE Permit SW040126 PID# 051-795-01 MONITO TUBE—F <101.31)..,, LIEF FABEC F�IL�IE1 IC IE3 M4AA1 4 F SEWER ROCK TRENCH 1 T -MONITOR TUBE—G CI 01.2-5) 36' FINAL GRADE STrfLummeemfil NITER FABRIC N. MSOLA1O 9 6.01 � T -BHI SEWER ROCK TRENCH 2 (T01.5t YMBEs 5' !TOR TUBE—H 96.01 VARIES 0.B II.y11,wi lk�IC II�ILti IHIHIHIHIHIIy IL�ICIL IHIFyi 36' 86.46 BBN PREPARED FOR: JOHN COPENHAVAR POB 670345 CHUGIAK, AK 99567 688-6061 SCALE NTS FIELD BOOKS COMPUTED: BOUNDARY: STAKING DRAWN: VBG CHECKED: KM D ASBUILT: DATE' 6/16/04 DWG FILE: GRID' NW1459 ACRD FILE: 04008.DWG dca N''' 04008 X D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 FROM : Dean Construction FROM : BRICK'S ELECTRIC Y FAX NO. : 6949117 Jun. 10 2004 03:23PM P1 FAX NO. : 770-2933 Jun, 18 2004 06:27PM P3 $,cr n'5 e7 7IG 11425 Avian Stint Anchorage, AK 99516 State Conductor License #28624 MOA Contractor Lianas 91976 6.48-04 To who it may concern: Brick's Electric has performed all wiring necessary for the Orenco septic system at the fol- lowing location: 1/1 Glenn. View Estates 23135 Voyles Peter's Creek, AK All work performed as per current National Electrical Code Sincerely, William Bricicwell— Owner Phone: 907-345-2923 * Fra: 907-770.2933 ° Celt: 440.9351 RECEIVED JUN 1 0 pita BY. 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: SW040126 Legal Description: filafaatilla Design Engineer: 0070 KND Engineering Owner Name: John Copenhavar Owner Address: P.O. Box 670345 Anchorage , A 99567 - This permit is for the construction of: Disposal Field 1 Septic Tank 1 1 Holding Tank Date Issued: May 18, 2004 Expiration Date: May 18, 2005 Parcel ID: 051-793-01 Site Address: 23135 Voyles Lot Size: 40093 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. Received By: Date' 57/0 y Issued By: Date: 511,1 i Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel ID 051-791-01 05-1- 713- 01 Permit Number,SW Property owner(s) John Copenhavar Day phone 688-6061 Mailing address (1) P08 670345 Chugiak, AK 99567 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd ) Glenn Vw. Est. West Ph#1, 81, L1 Legal description (Section, Township & Range) Lot Size HOt o43 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Acres/Sq.Ft. Number of Bedrooms 4 ❑ ❑ Well Only Water Storage Jacuzzi Water Softening Unit 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. (Signatut of property owner or authorized agent) Permit Fees: M.----- Date of Payment: 5/(3/0 y Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: D ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111 /FAX (907)696-8111 May 12, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Sewer Upgrade — Glenn View Estates West Phase 1, Block 1, Lot 1 Gentlemen: The owner has requested we proceed forward to obtain a septic permit to upgrade and replace the existing septic system for the subject lot. On April 30, 2004 one test hole was performed for the proposed system. The results of this test are attached. The general slope of this lot is from east to west at a grade of approximately 2 — 5%. We have designed our system utilizing the testhole we excavated for the 4 -bedroom house. The lot is served by public water. We propose to install two 5' wide shallow pressurized trenches. Water was not encountered during the excavation or monitoring. There are no public or private wells within 200' of our proposed system location except as noted. 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 696-6111/FAX 696-8111. Respectfully submitted, MID Engineering, Inc. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/ Percolation Test Contractor/Owner Specs WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST 1 S D BLOCK 1 LOT 1 NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PROPOSED WELL EXCEPT AS NOTED. ALL LOTS SERVED WITH COMMUNITY WATER DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/0.6 GPD PER SQ. FT. (5.5 MIN/IN.)= 1000 SQ. FT (1000/5'(W)) X 0.64(RF) (2.5 GRAVEL) = 128 FT. TRENCH USE 2 TRENCHES — 64 (L) X 5' (W) X 2.5(D) Total depth of system is 4.5' from original grade. Total depth of gravel below distribution pipe is 37e' 2. S' PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN 1. RESIDUAL HEAD = 5' HOLE SIZE = 3/16" = 1.00 GAL PER HOLE ® 30 PSI 2. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES 3. 128 LF LATERAL/30 HOLES = 4.25' SPACING PER HOLE 4. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS NOTES: 1. INSTALL 500 GALLON STEP. INSULATE TANK IF <4' COVER. 2. INSULATE TRENCHES WITH 2" HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. ar PREPARED FOR: JOHN COPENHAVAR POB 670345 CHUGIAK, AK 99567 688-6061 ,IDB "o.: 04008 Scale: 1"= 100' PAGE 1 OF 2 ENE ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)698-6111/FAX (907)896-8111 WASTEWATER DISPOSAL SYSTEM DETAILS GLENN VIEW ESTATES WEST #1 SAD, BLOCK 1, LOT 1 539 GA ~ DIVER 'FR 4 PREPARED FOR: REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 STAT Scale: 1"= 20' PAGE 2 OF 3 FIELD BOOKS € COMPUWE1D: BOUNDARY: LANG °RA*1 KMD STAKING' LANG CHEMED' KMD ASBuaT AN G 0ATE: 3 /27 /00 N11) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 DWG. FILE: Cf°D: NW1459 ACAD FRE 00008.dwg JOS Na: 00003 (907)696-6111/FAX (907)696-8111 KND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: John Copenhavar Project: Depth (Feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19 - Kit 0.'OFE. .AL•gS.1 a • •°N 31 . Kenneth M. ., '.t:B�p• U°Q�� w CE 71 Date Performed: 0430/RFESSI�®' 4 Glenn View Estates West Phase #1, B1, L1 TEST HOLE # 04-1 ORG/OL — black topsoil & loam SM/GM-gray/brown, loose Silt & density increasing w/ depth B.O.H. USE 0.6 GPD/SF HOLE PRESOAKED 20- PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NO What depth? NA Date? 05/07/04 Reading Date Gross Time Net Time Depth to Water Net Drop 1 5/5/04 1:00 - 6" - 2 1:10 10 min 314/16" 22/16" 3 1:10 - 314/16" - 4 1:20 10 min 114/16" 2" 5 * 1:21 - 6" - 6 1:31 10 min 4" 2" 7 1:31 - 4" - 8 1:41 10 min 22/16" 114/16" 9 * 1:42 - 6" - 10 1:52 10 min 43/16" 1 13/16" 11 F52 - 43/16" - 12 2:02 10 min 26/16" 1 13/16" * Water Added Percolation Rate 5.52 (min/in) Perc Hole Diameter 6" Test Run Between 3.5 feet and 4.5 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 (j.c) Department of Health and Human Services (Pk). Division of Environmental Services -int -r On -Site Services Section 825 V Street Room 502 gilt= P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.cLanchorage.ak.us (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: CO) 0 0 0079 PID Number: 051 71(- 0 ( Name: -rufititat. COA/5772-Lt1iart Wastewater System: 'New 0 Upgrade Address: ABSORPTION FIELD Phone: - & CVO of 70/C Number Bedrooms: ri 0 Deep Trench XShallcnv Trench 0 Bed 0 Mound 0 Other _ LEGAL DESCRIPTION Soil RatMg: if g? GPD/F9 Total Depth from original grade: Block: Lot: Subdivision: ( I &14/0/11/Ir Cri ecr, Depth to pipe bottom hem anginal grade: 3 FI. Gravel depth beneath pipe: -3,2- FL Township: Range: Section: i c. LA I La) 11 SFV SO€ Fill added above original grade: i 0 Ft. Gravel Length: q 3 FI. Well: New Upgrade Gravel width: FI. Number of lines: ( Distance between lines: Ft. Classification (Private. A. EL C): _Pt) 131-1C- Total Depth: FL Cased to: Ft Total absorption area: 1 5"0 Ft2 Pipe Material: 0 30 31 F SIC Driller: Date Drilled: Static Water Levet Ft. Installer rtigt/g.e- cans Date Installed: 2/6/00 Yield: 1Pump Set at: 1Casing Height Above Ground: GPM Ft. Ft TANK SEPARATION DISTANCES %.-----.--_,‹..„-o VI Septic 0 Holding 0 S.T.E.P. 0 Other: From . Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Line Manufacturer 4f/CH. 7.41* Capacity: i 150 Gal Well r-----iiii---1• ..„.................„..../ Materia1:5 re EL Number -ofzGompanments: Surface Water /00 IV t 00C -F" „....../.#..........* LIFT STATION Lot Line /0 if /01f ....-""-'.Z- _.,./------ Se Gal. _--------- Manufacturer: Foundation /0 I,- /0 l- ------ ...,------ Pump on level al: 'Pump or In. ligh water alarm al: hi. Curtain Drain ,...........- „..........----------' .e...... ---------..--„,......../....---a. Pump Make Oectrical Inspections perfamed by: : BENCH MARK Location and Descdplicn: Cornet,- at Porett Assumed Elevation: Fl. ( 0 0 .- 4110P "nlbs..4116:411/4 Ni1/4 vkik Awrar:C i_.9F.... ... 444 w. • Inspections performed by ./..0 ri4Cillqa gat NG/ Dates: 1 4 7/6 .--)N. * /4 . t 0 r, tZ._____ f5' _Al1110.50. 27 4U1 'Aiji 71 Department of Health and Human Services*Wval Reviewed and approved by: IV. Pa -4'? Date: 7- 2--) - 0 0 , f • CE -711 r v4I e/ (Rev. i Pee) 470pEssi.00) a' Ilk Nfiks.7.1:410:111.. AS -BUILT SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST S/D , BLOCK 1, LOT 1 f irt 2 VACA RESERVE SYSTEN \ T „MANY. Y SY5TE • • TH #KND9 TH #KND99- CO 1250 GAL, MT /1 Permit SW000079 PID#051-791-01 A -C=32.2' B -C=48.1' A -D=40,6' B -D=55.2' A -E=22.0' B -E=25.2' A -F=107.0' B -F=112.5' (9996 99,6c) rci cep ...J C.9 111 ar ORIGINAL GRADE SCALE: 1' = 50' 0 93' PREPARED FOR! REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 SCALE: NTS C 872 -) FIELD BOOKS COMPUTED: EwliNDARY: LANG DRAWN: VBG STMM: LANG CHECKED: KMD ASBUILT: LANG 7/13/00 DWG. flLE: GRID: N W1439 ACAD 00008.DWG " "" 0008 D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 FILTER FABRIEN TOM I VAR]) —1250 / / GAL SEPTIC TANK an SEWER ROCK ....--C94.16_,) (9416>,, 97.5b (97,3f 93' PREPARED FOR! REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 SCALE: NTS C 872 -) FIELD BOOKS COMPUTED: EwliNDARY: LANG DRAWN: VBG STMM: LANG CHECKED: KMD ASBUILT: LANG 7/13/00 DWG. flLE: GRID: N W1439 ACAD 00008.DWG " "" 0008 D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW000079 Legal Description: T15N R1W SEC 4 SE4SE4 Design Engineer: 0070 KND Engineering Owner Name: ARCTIC DEVCO INC. & TURNER CONS Owner Address: PO BOX 3489 PALMER , AK 99645-3489 This permit is for the construction of: Disposal Field ✓ Septic Tank All construction must be in accordance with: Holding Tank Date Issued: Apr 28, 2000 Expiration Date: Apr 28, 2001 Parcel ID: 051-791-01 Site Address: Lot Size: 1742400 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 Privy Private Well 1 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 (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. KR Received By: ?otQ Date: Issued By: / 2 �� "' —'1 Date: 4 - 28 - co N I ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 March 27, 2000 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject New On-site Sewer —Glenn View Estates West 5/13, Block 1, Lot 1 Gentlemen: The owner has requested we proceed forward to obtain a septic permit for new on- site system. Two testholes were dug and percolation tests conducted. One, April 19, 1999 and one in September 1998. The results of these tests are attached. The general slope of this lot is from east to west, which directs at a maximum grade of approximately 2-5% as indicated on the drawing. We have designed our system utilizing an absorption rate of 0.8 gpd/SF for the four-bedroom house, which is proposed for this lot. We propose to install a 5' wide shallow trench. The soils consistently percolate at 3.2 min./inch and the material appears to be uniform per the logs. Water was not encountered during the excavation or monitoring. All lots are served by public water. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. W e 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 696-6111/FAX 696-8111. Respectfully submitted, XND Engineering Duffus, P.E. On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan MAR 2 Soils Log/Percolation Test attachments: (BOO WELL 8, WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST S/D, BLOCK 1, LOT 1 5 Lot 4 VACANT Lot 3 C VACANT 22 Public Wa NT _ot 7 .abllc Water NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PROPOSED WELL EXCEPT AS NOTED. ALL LOTS SERVED WITH COMMUNITY WATER :tCE-7116'C" ,rya' / 4/24/0 w` Air if 3340FESS1013p1' NNETH M S DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/0.8 GPD PER SQ, FT. (3.2 MIN/IN,)= 750 SQ. FT (750/5'(W)) X 0.58(RF) (3.0 GRAVEL) = 87 FT, TRENCH USE 1 TRENCH - 87 (L) X 5' (W) X 3'(D) Total depth of' system is 6.0' from original grade. Total depth of' gravel below distribution pipe is 3,0' . NOTES: 1. USE 1250 GALLON SEPTIC TANK, INSULATE TANK IF <4' COVER. 2, INSULATE TRENCHES WITH 2" HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. PREPARED FOR: REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 Scale: 1°= 100' PAGE 1 OF 2 FIELD BOOKS COMPUTED: BOUNDARY: LANG DRAWN: KMD STAKING: LANG CHECKED: KMD ASOUILT: LANG DATE' 3/27/00 END ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 DWG. FILE: GRID' NW1459 ACAD FILE: 00008.dwg JOB No.: 00008 (907)696-6111/FAX (907)696-8111 WASTEWATER DISPOSAL SYSTEM DETAILS GLENN VIEW ESTATES WEST S/D, BLOCK 1, LOT 1 oy 441\ ft jr '-?+4 A ,C219 TH * V NE us : CE -71 4VP kCni 4 t) 1)11)0PESSICAav 114 N PREPARED FORt REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 Scale: 1"= 20' PAGE 2 OF 3 FIELD BOOKS COMPUTED: BOUNDARY: LANG DRAWN: KMD STAKING: LANG CHECKED: KMD ASBUILT: LANG DATE: 3/27/00 DWG. FILE: GRID: N W1459 ACAD FILE: 00008. dwg " 00008 END ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 '' -- -- - • - •-• -- (907)696-6111/FAX (907)696-8111 ICH D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 Performed for: Project: 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19 - SOILS PERCOLATION TEST Arctic Devco Lot 1, Block 1, Glenn View West Depth (Feet) ORG—rootmat into SM SM— red/brown, loose, soft SM- w gravel & fine sand gray/brown Increased density at bottom B.O.H. HOLE PRESOAKED 20- PRIOR TO TEST • 'c OF q<`o1f is ® . e.�� %•< *:.9ur.aeT1y *+$ !tee. s....aye. r..d.+.i enneih ht. ®�AN� :1 CE 73 •• � �9�c 'bt3�1('®-r kik orESSIO ate" Date Performed: 10/0tOam TEST HOLE # 98-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? DRY What depth? NA Date? 10/09/98 Reading Date Gross Time Net Time Depth to Water Net Drop 1 10/2/98 11:00 - 8" - 2 11:10 10 min 4 9/16" 3 7/16" 3 11:11 - 8" - 4 12:21 10 min 4 11/16" 3 5/16" 5 * 12:22 - 8" - 6 12:32 10 min 410/16" 3 6/16" 7 12:33 - 8" - 8 12:43 10 min 412/16" 34/16" 9 * 12:44 - 8" - 10 12:54 10 min 412/16" 3 4/16" 11 * 12:55 12 1:05 10 min 412/16" 34/16" * Water Added Percolation Rate 3.07 (min/in) Perc Hole Diameter Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. JIC D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Arctic Devco Project: 14- 15- 16- 17- 18- 19 - Lot 1, Block 1, Glenn View West Depth (Feet) ORG — black, rootmat SM/GM — red/brown, loose SM/GM-gray/brown, loose SM/GM — med. density increasing w/ depth HOLE PRESOAKED 20- PRIOR TO TEST eidig=WfLe.4411. CE711,i/ ty; e'- !c. Date Performed: 04/19/99 TEST HOLE # 99-1/1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NO What depth? NA Date? 05/15/99 Reading Date Gross Time Net Time Depth to Water Net Drop 1 4/19/99 P40 - 9" - 2 P50 10 min 510/16" 36/16" 3 * P51 - 9" - 4 2:01 10 min 514/16" 32/16" 5 * 2:02 - 9" - 6 2:12 10 min 5 14/16" 3 2/16" 7 * 2:13 - 9" - 8 223 10 min 514/16" 32/16" 9 * 2:24 - 9" - 10 2:34 10 min 514/16" 32/16" 11 * 2:35 - 9" - 12 2:45 10 min 514/16" 32/16" * Water Added Percolation Rate 3.20 (min/in) Perc Hole Diameter 6" Test Run Between 3 feet and 4 feet I, Kenneth M. Duff -us, certify that this test was performed 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. 051-793-01-000 Expiration Date: 1. GENERAL INFORMATION Comp.lete.legal description Glenn View Est. Ph 1 Block 1 Lot 1 Location (site address) 23135 Ross Voyles Drive CurrentProperty owners) John & Edna Copenhaver Day phone 688-6061 Mailing address PO Box 67035 Chugiak, AK 99567 Real Estate Agent Matthew Bex - Keller Williams Day phone 854-6486 2. TYPEOFDWELLING: O Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/orDuplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ WaiverNariance request for: Distance: Received by:�, COSA to be released to the engineer, unless oth rwise requested by the engineer. Release to Realtor Date: y =Z S COSA Fee $ 52-fo - Date of PaymentI l toIa`l (o fck 3670 Receipt Number l Lo ` COSA# 05C1C010A2 Waiver Fee $ Date of Payment Receipt Number 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 Alaska Rim Engineering, Inc. Address 9131 E Frontage Rd. Palmer, AK 99645 Engineer's Printed Name Norman K. Gutcher 6. DSD SIG Phone 745-0222 Date ,45f/444' J'tE OF �°•t !Pico / o*g4gf?jp ,.*I. NATURE d °• °°°e®°°°°°,,°•°°•• °°° System #1 Approved forLi bedrooms of �oTtli .° T y pp ° ° Norman K. Gutcher System #2 Approved for _ bedrooms �I co 00 sT• CE- 4919 • °e�� Disapproved X4,1% ROFES5\ON. Conditional approval for bedrooms, with the following stipulations: •OF A>V�yo .... S ON -S1 t ��,.. WATCR ANn WASTEWATER oz PROGRAM xi: ox,, EMT SCF��IV��� Original Certificate Date: '1 — ✓��S (�, The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The 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 COSA blue sheet f .. c 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 Est. West Ph I Block 1 Lot 1 A. WELL DATA Well type Public Date completed Total depth ft. If A, B, or C provide PWSID # Sanitary seal (Y/N) Cased to ft. FROM WELL LOG Date of test "Static water level ft. Well pibduction g,p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Steel, Tank size 1250 gal; Foundation cleanout (Y/N) Y Date of pumping 4-21.-16 Number of Compartments 2 Depression over tank (Y/N) N Pumper JR's Pumping C. ABSORPTION FIELD DATA Date installed 6/03/04 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.6 ` r. Width 5 ft. • Eft' aba8 ion area 1000 tau Monitoring tribe . � "� PASS acy t ';.:•.•• •'" Results (Pass/Fail) • Length 128 Total dep Date of • Parcel ID: 051-793-01-000 Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION ft. g.p.m. Collected by: Date installed 7/7/00 Cleanouts(Y/N) Y High water alarm (Y/N) N • System type Shallow Trench Gravel below pipe 2.5 ft. Depression over field N For 4 bedrooms gal. Newdepthb in. Absorption rate >= 600+ g.p.d. •.• as , O Fluid deh iq,absorikoXrr�it;•fp st 0 in. Water added 632.2 Elapsed ::__ sYnin. ; Q;,-bfluid depth 0 in. Any rejuvenafie 't r tie rlt 2 mo. ) (Y/N & type) • -k? c-,;tois yp )atto1i N If yes, give date D. LIFT STATION Date installed 6/3/14 Size in gallons 500 "Pump on" level at 52.5 in. "Pump off' level at 49 in. Datum Bottom of tank Cycles tested 15 E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >10' Water main Wells on adjacent tots >100' ABSORPTION FIELD ON LOT TO: Property line >10' Water Service line 310' Curtain drain NONE F. COMMENTS Manhole/Access (Y/N) Y High water alarm level at 56 Meets alarm & circuit requirements? Y in. On adjacent lots On adjacent lots Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas >5'Absorption field>10 Water service line >10 Surface water >100 Building foundation >10' Surface water >100' Wells on adjacent lots >100' Water main >10' Driveway, parking/vehicle storage >25' G. ENGINEER'S CERTIFICATION certify that f 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. 4.2srvor eat « co joke:- Printed Name Date .i ereliar COSA canary sheet_2-6-15.doc or= at "1111 '44• se none 4_ 4.4 c Y- armaiatrwstaiir •••2. /Y! r-0. JA I 1.7L_L/ V/ V I/I—IA/ toll YY TA Tr—^ L..: 1 Ln.) I A /r—r. 1 0IIA^r- ('10• I T 7 L.VY L / /1"- L. / 0243°t' � 22op52, ELECTRIC TRANSFORMER BOX 123'571' 17J W o ONE STORY SUILOING W/ AIDC STORAGE 0 A on, 010 0L op, oa oy XX XX XX (XX XX XX) O CB CD (R=530.007 (L=235.377 LEGEND FOUND 1R" PLASTIC CW FOUND 5/8" REBAR ELECTRIC METER FIRE HYDRANT GUY ANCHOR UFT STATION LIGHT POLE NATURAL GAS METER SEPTIC VENT UTILITY POLE TELECOMMUNICATIONS PEDESTAL WATER KEY MEASURED DATA RECORD DATA PER PLAT 2000-42 BLOCK NUMBER CHORD BEARING CHORD DISTANCE EXISTING TWO STORY W000 FRAME HOUSE 15• TELECOMMUNICATIONS & ELECTRICAL EASEMENT n n FLOWER BEO Ip N89°59130"W (N09 °59'0,3"W ROSS VOYLES •I 14-9131. * / • JGEIN COP HAVER: Gsp. • 13 112310 • In 1lntS 0 20 40 80 80 SCALE 86.22' 86. 57 ler CULVERT AVENUE McCLINTOCK LAND ASSOCIATES, INC. 16942 NORTH EAGLE RIVER LOOP ROAD EAGLE RIVER, ALASKA 99577-7801 (907) 694-4499 FIELD WORK DATE: 11-01-15 DRAMS DATE: 11-01-15 PARTY CHIEF: JC DRAMS BY: JC (2=226.50') (L=72457 R=226.50' L=72.55' CB=S60°47'3VW CD=72,24' AS -BUILT EASEMENT (R=2000') (L=34.01') R=20.001 L=34.01' CO=S22°57'161W CD=30.06' I hereby cert if thot I have, or someone under my supervision has, inspected the properly described os: LOT 1, BLOCK 1 GLENN VIEW WEST, PHASE No. 1 (PLAT No. 2000-42) Anchoroge Recording District The improvements situated thereon are Within the property lines and do not encroach or overtop onto odjocent properties, nor do any improvements from adjacent properties encroach or overlap onto this property, except os indicated hereon. No lot corners hove been set. The pr opaly d nenei rens shown ore iron the record plot and ore •o not necessor i l y es may hove secreted. the leprovmmnt locations ore 090(00inaleand hove been determined only to IM extent that enables us to determine N there are tiny encrOachnents onto if of :the lot. Drat ting oM reproduction May produce graphic incons iatens i therefore sealing anon ld not be attempted to determine unshuwn dimensions. This drawing Is not adequate for additional construct ion or for determining the exact local ion of property fines. Only easements Ink. Ine recorded subdivision plat noted above ore sham hereon and 11 is the responsibility of the timer to determine if any other eo mments, covenants. o restrictions exist. 0 acCi inlock Lond Assoc lutes. Inc. (ILA) 2015 This document is copyrighted and is authorized to be used for one real property Ironsaeti tin or proleal only. Anycopy is to be considered unaulnorized unless ii bears on ori9 nal surveyor's signature /woolly in blue Mi) o loqho e recorders alike data. Copyright restrict rens `but not re -u restrictons) oe WO Yid 11 Ibis document Inc. been off iciolly recorded. Lending institutions my also ,nke addluonal copies for (heir own records. liobility la M,A is Iimifed to fees received for this protect. FIELD BOON: 9640-71 PLOT SCALE: 1•=40. GRID: NW 1459 0170 NAME: A9991040 JOB N0: 99-104 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On -Site Services Section 825 "L" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA # 4900 3k Parcel I.D. 051-791-01 1. GENERAL INFORMATION Expiration Date. Complete legal description T15N R1W SEC 4 SE4SE4 Location (site address or directions) GLENN VIEW EST. BLK 1 LOT 1 Current Property owner(s) TUNNER CONSTRUCTION Day phone 746-6000 Mailing address Po 4 ' i7LD/), 796'x%5 Lending agency Day phone Mailing address Real Estate Agent Mailing Address Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by• 2. NUMBER OF BEDROOMS: Day phone 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Public Water System Well111 Li C TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 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) on properties served by a single family on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners. 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 sample results less than 30 days old. 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. (Rev 11/99) 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 Health Authority Approval Guidelines for this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm KND ENGINEERING Phone 696-6111 Address 20441 PTARMIGAN BLVD EAGLE RIVER 99507 Engineer's Printed Name KEN DUEFUS Date 7120100 Sack 1*49 I--. KENNE 6. DHHSSIGNATURELL 41"Qw, II Approved for T bedrooms. *.# 44, 1 \FEsstoS,' i Disapproved. \�,`�� Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: 7- I- co Expiration Date 7 - 2) - 51 Reissue Date: Municipality of Anchorage Department of Health and Human ServicCF� VE Division of Environmental Services On -Site Services Section 825 "L" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 .0 un' 21 www. ci.anchorage.ak.us (907) 343-4744 MUNICIPALII Y OF ArvOloRAGE MOO ntIRONMENTMSERVICES DIwy^ HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GLENN VIEW EST. BLK 1 LOT 1 Parcel LD.: O&(- 791-01 A. WELL DATA Well type public If A, B, or C provide PWSID # Well Log Date completed Sanitary seal Wires properly protected Total depth ft Cased to ft Casing height (above ground) ln. FROM WELL LOG AT INSPECTION Date of test Static water level ft Well production g.p.m WATER SAMPLE RESULTS: ft g.p.m Coliform colonies/100 mi Nitrate mg/I Other bacteria colonies/100 m1 Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 7440 Tank size 124o gal Number of Compartments.2 Cleanouts 1f Foundation cleanout Y Depression over tank N High water alarm Date of pumping Pumper C. ABSORPTION FIELD DATA Date installed riki Soil rating (g.p.d./ft2 or ft2/bdrm) ©. 2 System type wide french Length 93' ft Width 5' ft Gravel belowpipe3.2' ft Total depth 6' ft Effective absorption area 750 ft2 Monitoring tube .Y Depression over field N._ Date of adequacy test Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test in Water added gal. New depth in. Elapsed Time: min Final fluid depth in Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date (Rev. 11/99) D. LIFT STATION Date installed Size in gallons "Pump on" level at in "Pump offs le - in 1.' •• Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main blic sewer manhole/cleanout Sewer / - • -rvice line Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Manhole/Access - High water alarm level at in Meets alarm & circuit requirements? Building foundation 10'+ Property line 10'+ Water main 10'+ Water service line 1 0' + Drainage 100'+ Wells on adjacent lots 1 0 0' + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 1 0'+ Water Service line 10'+ Surface water 1 0 0' + Curtain drain 100'+ Wells on adjacent lots 1 0 0' + F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems am in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Kenneth M. Duties Date HAA Fee $ Date of Payment :d ll Receipt Number 44 l lei Io �D) (Rev. 11/99) Absorption field 1 0 ' + Surface water 1 0 0 ' + Water main 1 0' + Driveway, parking/vehicle storage 1 0'+ 44 Waiver Fee $ Date of Payment Receipt Number