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Home My WebLink AboutILIAMNA ACRES TR 8B]:liamna Acres Tract 8B #017-101-47 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-4~ On-Site Wastewater Disposal System and/or Well Inspection Report Per:mit Number:. _5~ 0 0 0~' ! PID Number: {~ 1 7" ~01 - ~f 7 ~ ~ ~'d'w ~ Jl Wastewater System: ~ New r'l Upgrade ^~d'"=~3011 ~af~5 Circle, ~.ckor, be,/~[ '/~5t.~ ABSORPTION FIELD LEGAL DESCRIPTION ~...~.;: T=~,. WELE ~ New ~ Upgrade G~ ~ , Num~ollln~ TANK SEPARATION DISTANCES ~ ~t~ a Ho~,~.g a S.T.E.~. s.,.~e.~ ~i~ STATION u,, fl5/ ~ ?/ ~ ...... BENCH MARK oo oo ' ~,.~.~ s~ Inspections pedormed :~ ~ Depa~ment of : royal ~%~ Rev,e.ed and approved b~~ Date: / /~ 7 Permit No. SW000561 Page Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wostewoter Disposal System and/or Well Inspection Report 2 of 2 Legel Description: TRACT 8B, ILIAMNA ACRES PI0 No.: 017-101-47 N90'OO'OO'~V 299.33' ~ Troct 8B. \ \ N90'OO'OO"W 298.99' Riverton Avenue ELEVATIONS. ~-, (NOT TO SCALE) M 94,0 SCALE 1"=1OO' D J329~15~ ~ TEST HOLE · MONITOR TUBE o SEWER CLEAN OUT · ~ WELL Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http;hWww.cLanchorage.ak.us Mayor Permit Number: #SW 000361 Date of Issue: 9-08-00 Parcel Identification Number: 017-101-47 Date Started: 10-17-00 Date Completed: 10-17-00 Is well located at approved permit location? [] Yes [] No Legal Description: Illiamna Acres Tr 88 Property Owner Name & Address: Ken & Gay Cardwell 13011 Bales Circle Anchorage, Ak 99515 Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To stick-up 0 2 o~ganic and silt 2 7 gravelly silt 7 49 cobbly gravel 49 61 cobbly gravelly silt 61 68 silt 68 77 gravelly silt 77 95 water sand & gravel 95 101 RECEIVED OCT 000 Mumo~pahty et Anchorage Oept. Health & Human Services Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: .025 inches Diameter: _6 inches Depth: 101 feet Liner Type: __ Diameter: __ inches Depth: ~ Casing stiekup above ground: _2 feet feet Static water level (f~om ground level): 47 feet Pumping level: 101 feet after _2 hours pumping 30 + gpm Recovery Rate: 30+ gpm Method of Testing: air lift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start __ feet Stopped [] Perforations Start __ feet Stopped feet Grout Type: Bentonite # 8 Volume: I bg Depth: Start _0 feet Stopped + feet Pump: Intake Depth feet Pump size hp Brand Name __ Well Disinfected Upon Completion'?. [] Yes [] No Method of Disinfection: Clorine Tablets Comments: Well Driller: Alpine Drilling & Enterprises P 0 Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property F,ram~ ~en Cardwell To: DAn Roth Date: 1I ~6~00 Time: 3:69:56 PM Page 1 of i Alaska X, Inc,. To: Dan Roth Company: Excavation Contractor Fax Number: 343-4786 Date: 11/6/00 From: Ken C~rdwell Company: Alaska X, Inc. Subject · On-site septic installation Fax Number: 907-345-9975 Pages including cover page: 1 Message: Mr. Roth In reference to the on-site septic system for Tract 8B, Illiamna Acres. It is my intention as owner of Alaska X, Inc. an excavation contractor, and the owner of said property, to install the septic system as an owner builder. This system is for the house we are building for ourselves to live in and not for resale. WinFax PRO Cover Page P.O. Box 112482 Anchorage, Alaska 99511 (907) 345-2793 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 / WATER SUPPLY PERMIT Initial Date Issued: Sep 08, 2000 Expiration Date: Sep 08, 2001 Permit Number: SW000361 Legal Description: ILLIAMNAACRES TR 8B Design Engineer: 0024 Eagle River Engineering Services Owner Name: Ken & Gay Cardwetl Owner Address: 13011 Bates Cir. Anchorage, AK 99515- Parcel ID: 017-101-47 Site Address: Lot Size: 119598 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank ~ Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements 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. Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax August22,2000 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Tract 8B, Illiamna Acres Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are very large, allowing sufficient room for septic sites as there are no conflicts with well separation. 2. Immediate neighboring septic systems are all +30' distance. 3. The soil percolation rate is excellent, there is a recent soil logging done for the subdivision of these lots in 1999. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \ 1997\99-006-N~.~ Vacant Lot Ngo'oo'oo"w 2gg.53' 'I' NO ~ Wells +100' NO ~epUcs ~ Well +100' +30 I I / o o z Troct 8B. ~iverton ~venue · - MONITOR TUBE o - SEWER CLaN OUT ~ - WELL ~ -- - ~SEMENT ~%%~- PROPOSED LEACH FIELD NO SURFACE WATER ~- Drive NO KNOWN CURTAIN DRAINS WELL/SEPTIC SITE PLAN LEGAL: Troct 8B. Iliomno Acres OWNER: Ken CardweJl ~ ** .~{/~ CONTRACTOR: N/A 9 EAGLE RIVER ENGINEERING SERVICES ~'.~ '-. c[-~3, P.O. Box 778~4 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: T';,..,~-Y- ~:"~ o-F ..~//,,--,,,-, Township, Range, Section: SLOPE SITE PLAN 2 3 5 6 7 8 9- 10- 11 13- WAS GROUND WATER ENCOUNTERED? (Y~-~ IF YES, AT WHAT / ~- DEPTH? /~ pO E J I Reading Date Time Time Water Droo ~'- ~ I.'C~ /~ ~.~ ~'-7'~ ~ 14- 15- 16- 17- 18- 19- 20- PERCOLATION RATE __ TEST RUN BETWEEN __ COMMENTS /4~, ~.~ .,C~ ,~/,~, ,/~ ;.~ ~ ~-/'~ (mmules~,nct~) PERC HOLE DIAMETER __ ~ . FT AND ~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ~N EFFECT ON THIS DATE. 72-0~8 Rev. 4,85 CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Tract 8B, Illiamna Acres August 22, 2000 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK/LIFT STATION 1. Septic tank and lift station shall be 1500 gallon minimum, MOA approved tank. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom in the area of excavation. 2. The bottom of the open trench excavation shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 3.5' at any point along length of trench. 4. The 4" effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of mounded soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfi¢ld must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 3.5' GRAVEL DEPTH = 2.5' under pipe, 2" over pipe TRENCH LENGTH = 80' TRENCH WIDTH = 5' SOIL RATING = 1.2 GPD/ft2 BEDROOM CAPACITY = 5 SEPTIC TANK = 1500 GAL. Twenty-four (24) hours notice required for all inspections. \1997~99-006-spec EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 99-006 Calculated By: LB Date: 8/22/00 Legal: Illiamna Acres Tract 8B Single Family 5 Bedroom Dwelling TEST HOLE Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 750 gallons Pemolation rate = 4.6 minutes per inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 625 square feet Trench width (VV) = 5 feet Gravel depth (D) = 2.5 feet Required length = Shallow trench factor * Required absorption area / W Shallow trench factor = ON + 2) / ON + 1 +2 D) Shallow trench factor = 0.64 Total Excavation Depth = 3.5 feet Required length = 80 feet 99-006spc 11:17 AM8/22/00