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Home My WebLink AboutCONIFER HEIGHTS BLK 1 LT 7Conif Heights Block Lot 7 #015-093-43 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ct.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number:. ~-)~-/~ ! O ! ~3.- PID Number. H0~_~,AF~ %/,A-IL / ~)A~.Z/t'J.''=~-~- ~,~ IT~F Wastewater System: New Upgrade ~,.~o"/ FA~AN r_~ CC ABSORPTION FIELD LEGAL DESCRIPTION L~- ~ ~, .... I-.~ ~,. ~O F,. Well: i~ New [] Upgrade SEPARATION DISTANCES ~Lseptic [] Holding [] S.T.E.P. FI Other. Tank Field Station Tank Sev,~' Une I ~ N ~-- H T"//-~ tNI t,/.., lo ~ o Gat N~N~// LIFT STATIO~ ~'"'~': BENCH MARK · E~gineera Stamp Inspections performed by: I ~ Dates: 1" ( rff /,,t . Development Services Department Approval t. ',~,~- ~: ~, ,.,,: ~u.~a/'. ~£ I I 11 SCALE, 1' = §0 ~'L / TOBBEN SPURKLAND P.E. 203 VI ISTN. AVENUE ANCH. AK. 99501 (907) 279-.~9fe CONIFER HEIGHTS £0I' ? BLOCK 1 8001 MtlTE DRIVE DAWNELL SgI17I-WORGAN VAIL SEPTIC St'STEW AS BUILT DATE: SEPT. 10, 2001 SHEET: 2/3 GRID: 2440 PERMIT # SVOII2B PID # 01~-093-43 CIINOIOT~.BVG O0 0 0 0 0 Xtandord Trencht ~' Wide 50' ton9 9' Beep Monlgor 4' Cover Silg ~arrJer 7~.o '~ 7~.o 5,0 ~ oF Sep~/¢ ~ock / ~ 188~ gal. sepf/c fank RD ~C~LE TOBBEN SPU~KLAND P.E. CONIFER HEIG~S LOT Y BLOCK I S~PTXC SYSTEN SCHEMATIC Anchoroge Ak 99501 ~ ~-~ v~ SHEET, J/J GRI~, 2440 Mu nici p ali ty of Anchorage. Department of Health and Human Services 825 'L' Street P.O. Box 196650 Anchorage. Alaska 99519-6650 Rick Mystromhff p:l/www.c[ anchora.oe.a~(.m. Mayor Permit Number: #SW.010122 Date oflssue: 5-21-01 ' Parcel Identification Number:. 015-093-43 Date Started: 6-22-01. Date Completed: 6-23-01. Is well located at approved permit location? [] Yes [] No Legal Descrlptiola: ConFer Hqhts Blk I Lot 7 Property Owner Name & Addre~: Timberline Homes-Morgan Vail PO Box 111646 Anchorage, Ak 99511 Borehole Data: Depth (it) Method of DHIling [] air rotary [] cable tool Soil Type, Thickness & Water Strata From To Casing type: steel stick-up 0 2 Wall Thickness: ,025 inches organic & stTt 2 10 Diameter: _O inches Depth: 184 feet gravelly silt 10 18 Liner Type: Diameter: inches Depth: feet cobbley gravelly silt 18 54 Casing stickup above ground: _2 feet silt 54 71 Static water level (from ground level): 141 feet gravelly silt 71 140 Pumping level: 427 feet after silty water sand & gravel, perched 140 144 _2 hours pumping 2.5 gpm gravelly silt 144 165 Recovery Rate: 2.5 gpm silty gravel 165 180 Method of Testing: airlift sandy silty gravel-.5 gpm 180 181 Well Intake Opening Type: bedrock 181 427 [] Open End [] Open Hole [] Screened Start feet Stopped feet [] Perforations Start fect Stopped feet H20 410 427 Grout Type: [3entonite # 8 Volume: I be Depth: Start _0 feet Stopped_+ feet _Pump: Intake Depth feet Pump size hp Brand Name ~ Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: Clotfne Tablets Comments: Well Driller: Alpine Drilling & Enterprises P 0 Box f10496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property 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 I WATER SUPPLY PERMIT Initial Date Issued: May 21,2001 Expiration Date: May 21, 2002 Permit Number: SW010122 Legal Description: ~CONIFER HEIGHTS BLOCK 1 LOT 7 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: MORGAN VAIL Owner Address: 8001 WHITE DRIVE ANCHORAGE, AK 99517- Parcel ID: 015-093-43 Site Address: 8001 WHITE DRIVE Lot Size: 39963 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. Ail 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. 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 SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 01 ' " n c/ 3 - 4 3 Property owner(s) Mailing address (1) Me~,~-address (2) 000! 'v~bll l'E DRtu~' Legal description (Lot, Block & Sub'd.) I,~ e Legal description (Section, Township & Range) Lot Size '~7 ~J;3 ,Acres/Sq. Ft. Permit Number~ Day phone '~."~0 -' 691 ~ '2. Zip Code Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] 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. (Signature of property owner or au~orized agent) Permit Fees:/20 ~ ~>~,'>"~ Waiver Fees: fi'-:2''0! .~)/~ ./ Date of Payment: Date of Payment: O~ Zf~ ~/~/~ ~ Receipt Number: Receipt Number: (Rev. 1~00) 203 W 15th. Avenue, Suite 203 ANCItORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 7 BLOCK 1 CONIFER ItEIGIITD S/D MORGAN VAIL, DAWNELL SMITil Municipality of Anchomgc Development Services Department Building Safety Division On-Site Water and Wastcwater Program 4700 Bmgaw Street Anchorage, Alaska 99519-6650 May 4,2001 We are submitting an application for the installation of a well and septic system for this lot. Thc submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well and septic system is subject to this permit application, (sheet 2/3), and a schematic ofthe septic system, (sheet 3/3). Soil logs and percolation tests ofapplicable testholes are also enclosed. The septic system design is based on the following: No Ground Water or Imperious Layer to 16 t~ Use Standard Trench Soil Rating. From Testholc 07f28100 <1 mia/in= 1.2 gal per sqJVda¥ No. of Bedrooms Required Area per Bedroom: 150/1.2 = 125 Total area required: 125 x 3 = 375 sql1 Testhole depth 16 feet Bottom Rock At 9 feet Top Rock At 4 feet Rock Depth $ feet Minimum Trench Length 375 1 10 = 37.50 ff. SYSTEM CONFIGURATION STANDARD TRENCII TOTAL LENGTH 50 FT TOTAL WIDTH 2 Fi' TOTAL DEPTtl 9 FT ROCK DEPTIt 5 FT COVER 4 FT SEPTIC ANK 1000 GAL The installation of this well and septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface I sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoffwill not result from this installation. I I 55 0 <- $CAL£~ 1' = 100 F~ SEPTIC SYSTEY DESIGN DARE: NAY ~, 2001 SHEET: I/3 GRID: 2440 PERNIT # SVOIXXX PID #XX CBNOIOTI. BV6 II \ ~ ITell 6 SCALE, 1' = 50 ~T. lO / SEPTIC SYSTEI~ DESIGN DATE: I~AY 4, 2001 SHEET: 2/5 GRID: 2440 CONOIO7~.B~G PERMIT # SVOIXXX Piti #XX 1000 ~1 Septic t,~nk St~nd~r~ Trench; 50' Lon9 9' ,Beep 5.0' Sorer rock 4' Cover Sit t Borrlor~ 5.0 f,t: of' Septic Rock Effective NO SCALE Monitor /~ Oeonouts NO SCALE .-c?;... ._~.....~ % .......... · 1000 Dat. septic tank aO3 VlSth Ave I I 8001 ~/TE STRE~ I I ~ATE, MAY 4, 2001 CONOIO73.OWG p£Ru/r I swoooxx PARCEL /0 t XX ALASKA WATER. & WASTEWATER. CONSULTA1WI'S~ INC. 6901 DEBARR ROAD, SUITE 2B '" ANCHORAGE, AK. 99504 PHONE (907) 357-6179 * FAX (907) ~58-~246 ISOIL LO0 - P£RCOL~TION 'r£ST LEGAL DESCRIPTION: PERFORMED FOR: DATE PERFORMED: CONIFER HEIGHTS SUBDMSION; LOT 7. BLOCK 1 DAWNELL SMITH ? ?'' \,/"' :~ 7/28/2000 , IT£ST ~P & SP-SM ~GW ~ORG ~ SP CH ~ SM OH ~ SC DEPTH TO DATE 3ROUNDWATER DRY 7/28/00 DATE READING CLOCK NET TINE TINE (NINUTES) WATER LEVEL NET DROP READING (INCHES) SOIL ABSORBED WATER AS FAST AS IT WAS ADDED. PERCOLATION RATE <1 (HIN./INCH) TEST RUN BETWEEN 6.5 ~ AND , PERFORMED BY ALASKA WATER &: WASTE'WATER I. THIS WAS PEiRF, ORMED IN ACCORDANCE WITH ALL STA*TE~/J~ ] ~JNICIP LA,~ DATE: ~/"1/00 I ~1 , PERC. HOLE DIA. 6' (INCHES) , CERTIFY THAT JIDELINES IN I:J't'ECT ON THIS ALASKA WATER. & WASTEWATEB. CONSULTANTS, INC. 6901 I)EBA~R ROAD, SUITE 2B * ANCHOR~E, A~. 99504 PHONE (907) 357-6179 * FAX (907) 358-5246 ISOIL LOG - PERCOLATION TEST] LEOAL DESCRIPTION: CONIFER HEIGHTS SUBDMSION; LOT 7, BLOCK 1 PERFORMED FOR: DAWNELL SMITH DATE PERFORMED: 7/ /2ooo J TEST HOLE #1 J ~OIL CLASSIFICATIONS ~GW ~ ORG · GP ML GM CL GC OL SW MH SP CH SM OH SC DEPTH TO DATE ROUNDWATER DRY 7/28/00 CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) SOIL ABSORBED WATER AS FAST AS IT WAS ADDED. PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES) PERFORMED BY ALASKA WATER &: WASTE'WATER '. (,~-~/~/J~'/~ . CERTIFY THAT DATE: