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Home My WebLink AboutTALISMAN HEIGHTS LT 4Tali mctn H ights Lo1- 4 #017-013-87 Permit Number:. Name: WAYNE SCHMIDT P,O. BO 221352 ANCHORAGE ALASKA 99522 (907) 441-6509 4 LEGAL DESCRIPTION - 4 TAUSMAN HEIGHTS 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 Wastewater Disposal System and/or Well Inspection Report SW010472 PlO Number:. 017--013--87 Wastewater System: · New O Page 1 of ,3 I-I Upgrade ABSORPTION FIELD IDDeep Trench OShollow Trench <1 ~ ~ 2.45 ~ ~ SEE DWG WELL: · New i-1 Upgrade 5 PRIVATE 445 ~ 20 ~ 600 ALPINE DRILUNG ,3/01 28 ~ HARTEN 0.5 ~'~ UNKNOWN 2 ~. SEPARATION DISTANCES .s,p~ o.ol~,; · $ WlDE 6.87 MAX 4.42 60 D 3034/ F-810 6/27/02 Station TANK O S.T. Ir P. Tonk Sev~. U,,. ANCHORAGE TANK 1250 O Other Well Surface Water Lot Une Foundation Curtain Drain Remarks: 100'+ 100'+ - - 25'+ 100'+ 100°+ - - - 5'+ 10'+ - - - 5'+ 10'+ - - - NOiNE KNOW ',1 STEEL LIFT STATION BENCH MARK TOP CMU BLOCK AT SWING TIE 'C' = 110.15 4? L-f ,nspectionspedo~edby: AK~C, INC. Dates:Is, 6/27/02 ~.._,.:...~...,....} 2nd 6/27/02 .... . ~ .......... :'-"E 3rd 6/27/02 . Development~ Depa,ment Approval ~.... ~9~;~ff SW010472 ~ 017-013-87 A F'CO 28.5 S1'1 ;38.0 ~ 41.8 DBLI 46.3 DBL2 4~.1 C01 86.3 M1'1 82.9 C02 55.4 MT2 54.8 C 25.0 25.6 26.8 27.7 38.;3 31.9 47,2 NEW DRNNIqELD./ SEE pAGE: 3 OF~' 3 FOR DLrI'AJLS. \ \ \ \ \ 4 BEDROOM HOUSE 'NEW 1250 GALLON SEP~ TANK / / / il ALASKA WATER & WASTEWATER .......... CONSULTANTS, INC. PREPARED FOR: pHON£ NUMBER: WAYNE SCHMIDT (907) 441-6509 LEGAL OE~CRIPTION: TAUSMAN HEIGHTS SUBDIVISION; LOT 4 ~ OF WORK: AS-BUILT DRAWING OF SEPTIC SYSTEM 10' UTa. ITf EASEMENT DATE: 7/23/02 B.S.G. SC.N.E: 1" = 40' PAGE NUMBER: 20F3 P~ ~"~: AS BUILT DRAWING P~' ~'~: SW010472 -- 017-015-87 ST1 TOP OF TANK'-.~ "~' AT INLET - 103.82\ ~ FINAL GRADE -, 106.5+ 2"4- · INSULATION TOP OF TANK AT OUTLET - 105.75 INVERT OF BUNG/ AT INLET =.- 10.3.57 NEW 1250 GALLON SEPTIC TANK ~-iNVERT OF BUNG AT OUTLET - 105.04 ,"~'PER EXCAVATOR. 11~E ENTIRE FINAL (~RAD£ '-t J~: ~ 1RENCH WAS INSULATe. 102.g+ ORIGINN. GRADE ,- ~ ~RL'T~R FABRIC 100.25 -- 101.00 4.42' ~i~"'~:~'"::i~i ~INv[R"r OF' PiPE o :- GROUND WATER EL~'VA130 N IN TH~I:Z 84.4 ~9.48 ,- 94.13 ~ ..................... DP~WN BY: TALISMAN HEIGHTS SUBDIVISION, LOT 4 PROFILE AS-BUILT OF SEPTIC SYSTEM Municipality of Anchorage Department of Health and Human Services 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom htt p://www.ci.a nc homge .a k.us Mayor Permit Number: #SW 000488 Date of Issue: 11-22-00 Date Started: 3-23-01 Date Completed: 3-25-01 Legal Description: Property Owner Name & Address: Boreholc Data: Soil Type, Thickness 8: Water Slrata stick-up 0 2 organic & silt 2 3 gravelly silt 3 16 bedrock 16 445 t~a~'~c~pa¥~ 9-t t'~c~x°va~e ' Parcel Identification Number: 017-013-87 Is well located at approved permit location? [] Y~ [] No Talisman Hohts IotA- Wayne Schmidt PO Box 221352 Anchorage, Ak 99522 Depth (ft) From To Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: .025 inches Diameter: _6 inches Depth: 20 feet Liner Type: Diameter: ~ inches Depth: ~ feet Casing stlckup above ground: _2 feet Static water level (from ground level): .28.feet Pumping level: 445 feet after 24 hours pumping .5 gpm Recovery Rate: .5 gpm Method of Testing: airlift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start__ feet Stopped feet [] 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 ofDislnfeetion: CIorine Tablets Comments: Well Driller: Alpine Ddlling & Enterptfses 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 MUNICIPALITY OF ANCHORAGE Development Sendces Depa~ment 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 Renewal Date Issued: Nov 21, 2001 Expiration Date: Nov 21, 2002 Permit Number: SW010472 Legal Description: TALISMAN HEIGHTS LT 4 Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Wayne Schmidt Owner Address: PO Box 221352 Total Bedrooms: 4 Anchorage, AK 99522- Parcel ID: 017-013-87 Site Address: Lot Size: 40518 SQ. FT. Permit Bedrooms: 4 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. mi 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: 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 O Parcel I.D. ON-SITE SEWERA/VELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ~t~OlO47Z. 0'~ '~ -- <~3 Permit Number SW(~r' Property owner(s) ~/r~e kl vYI ~ Mailing address (1) ~)(} ~Y-. ~,~%~ ' Day phone Mailing address (2) Legal description (Lot, Block & Sub'd.) ~Tj~ ~, T~ ~ ~) H ~')-'(~--~T~ Legal description (Section, Township & Range) Lot Size/~O4)1<~ ..~ Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Well Only Water Storage THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Jacuzzi [] [-I 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,6f property owner or authorized agent) Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number. 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 I WATER SUPPLY PERMIT Initial Date Issued: Nov 22, 2000 Expiration Date: Nov 22, 2001 Permit Number: SW000488 Legal Description: TALISMAN HEIGHTS LT 4 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Wayne Schmidt Owner Address: PO Box 221352 Anchorage, AK 99522- Parcel ID: 017-013-87 Site Address: Lot Size: 40518 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be tn 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. Received By: Issued By: Date: //' T', 3C> Date: //- ? 2 - ALASI WATER & WASTEWATER CONSULTANTS, INC. November 10, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Well and Septic Design for Talisman Ileights Subdivision; Lot 4 To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Two test holes were excavated on the property. The proposed septic system will be designed within the 30 foot radii of both test holes. We are proposing that a 1250 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The insitu soils should act as a sand filter so it is our opinion that due to the overall appearance of the soils, an application rate of 1.2 gallons/day/ft2 should be used (the insitu soils should act as a sand filter). 2. TRENCI! DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number ofBedrooms: 4 d. Design Flow: 600 gallons per day · 2 e. Mimmum Absorption Area: 500 ft f. Total Depth: 6 feet (max.) g. Effective Depth: 3 feet h. Width: 5 feet i. ReduetionFactor: 0.58 i. Minimum Length: 60 feet long j Effective absorption area = 5 ! 7 fl2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPIIY: As can be seen on the attached topography site plan, the average topography of this property is a 20 to 25 percent running from approximately north to south; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. We are una~vare 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. 5'Sincerel~'";~ '~eff~y A~.lGarness, P.E., M.S. Pre~dcnt ~, NOTE: Attached is a site plan drawing, a design drawing, a topography site platt, two soils logs, attd a 7page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907)337-6179 * Fax: (907)338-3246 * Website: akwxvc.com -.~ ........ x ....... ,~-" ~__~ TALISMAN ROAD \, /'~o.. ......... \ /-~-~ ..... .~ t~ ~ ~ A ................... [ ....... <~L-*--' / / P~E 2 OF 2. / ......... + ~ 1 ii10~2000 ~SI~ ~ATER ~ I~AS'I'mWI'ER --.- ..~. CONSUtTANI$. INC. WAYNE SCHMIDT 441-6509/245-7~49 1 OF 2 TALISMAN HEIGHTS SUBDIVISION; LOT 4 '"' SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM. NOTE: THE CONTRACTOR MUST I HAVE THE ~ LOT UNE FROM THE SUBJECT PROPERTY RAGGED BY A REGISTERED LANO SURVEYOR PRIOR TO ANY CONSTRUC~ON. PROPOSED FOUR BEDROOM HOUSE co~O ~ISTALL UNDA'IION INSTAL~ DOUBLE/ CI.EANOUT -PROPOSED CLEANOUTS 1250 GALLON S~PT~C TANK 10' UTIUIY F. ASEk~ENT ALASKA WATER & WASTE YiTER CONSULTANTS. INC. WAYNE SCHMIDT (907) 441-6509 I.[GAL DF..SCRIPT~ON: TALISMAN HEIOHTS SUBDIVISION; LOT 4 ~fP£ OF WORK: DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM 11/10/2000 K.D.W. 1" = 40' 20F2 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD. SUITE 28 * ANCHORAGE, AK. 99504 PHONE (907) 't37-6179 "I'AX (907) ,~38-3246 I SOIL LOG - PERCOLATION T£STI LEGAL DESCRIPTION: LOT 4 PERFORMED FOR: DATE PERFORMED: 15-- 16-- 17-- 18-- TALISMAN HEICHTS SUBDIVISION; WAYNE SCHMIDT lO/11/2ooo I TEST HOLE #1 I (EAST HOLE) SOIL CLASSIFICATIONS GW : ~ --- -: -:.: ORG GP ~ ML I~[~[ GM CL ~GC OL SW MH · ·., or CH SM OH SC DEPTH TO GROUNDWATER DATE 13.5' 10/11/00 11' 10/19/00 DATE READING CLOCK TIME lO/19/oo NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 19-- PERCOLATION RATE <1 ,(HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. OARNESS, CERTIFY THAT THIS WAS PERFQRM[D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6905 OEBARR ROAD. SUITE 2B * ANCHOI~GE. AJ(. 99504 PHON£ (907) 357-6179 ' FAX (907) 3.38-3246 [S01L LOG - PERCOLATION TEST[ LEGAL DESCRIPTION: TAMSMAN HEIGHTS SUBDM$1ON; LOT 4 PERFORMED FOR: WAYNE SCHMIDT DATE PERFORMED: 10/11/2000 ITEST HOLE #2I (WEST HOLE) SOIL CLASSIFICATIONS ,-~...-,o-...- GW :=='""': ORG ...... .'- .: ur ML ' GM CL i GC OL ~ i SW NH '-, SP CH SM OH SC DEPTH TO GROUNDWATER DATE 15' 10/11/00 14' 10/19/00 SITE PLAN \ , DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) lO/lg/OO PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 .(INCHES) 20 TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. OARNESS. CERTIFY THAT THIS WAS PERFCIRMFJD IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON DATE: /'hO/ Oc: -'~-'~'~,.,~OT 11. BONNIE V1EW LOT ~ BONNIE ~l~W $/D LOT 1. SF. RVI:O WELL A~D