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Home My WebLink AboutMOUNTAIN PARK ESTATES BLK 6 LT 3Mountain Park Estates Block 6 Lot 3 #017-391-08 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OPS101251 PID Number: 017-391-08 Dwelling: F Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ■❑ New ❑ Upgrade Name: ANDREW STONE ABSORPTION FIELD ❑■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 7.0 Ft. Subdivision Block Lot MOUNTAIN PARK ESTATES, BLK 6, LOT 3 Fill added above original grade 2+ Ft. Gravel length 54 Ft. Township Range Section Gravel width 2.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line750 Ft2 1.0 Ft. Well 100'+ 100,+ 50'+ TANK XSeptic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCH TANK Capacity 11250 Gal. Surface Water 100'+ 100'+ Material Number of compartments Lot Line 101+ 101+ STEEL 2.0 NA Foundation 101+ 101+ LIFT STATION Manufacturer Capacity Curtain Drain UN LIN Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 MIKE ANDERSON, P.E. Drainfield 3034 CO/MT 3034 Inspector MIKE ANDERSON, P.E. BENCH MARK (Assumed elevation) 103.8 ft Inspection 15` 5/22/11 5/22/11 Location and description 2nd 3'd 4'h DOOR SIL, WEST SIDE COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ��°•°°•��°`°°:°�=.p� ,e i ` a Q: .°°..�66.00 .........° MICHAEL N. ANDERSC-1 o` Approvedevuu_Lc` Date 1� CE 469 ��FG •1 Z° •'!^ <"' ��`' inspection rcepon_a- i- i z.aoc Permit No. OSp101251 Page 2 of 2 Municipality of Anchorage DEPARTMENT ENVIRONMENTAL SERVICES DIVISION P.O. Box 186850 Anohoroge, A|oako 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: PID No.: 017-391-08 A BUILT SCALE: 1" U VA TA 0 400 NK -MICHAEL N. ANDERSON-'_TA'1' SEP'nc SECTIO Call 40 �0 CO2 42 T2 26/ 30 TCO2 23, C04 26 30 C07 TEST:HOLE RADIUS CQ5� 25 311 'CO6 42 301 MT 35 541 CEO 7 45 86 8ENCH, DOOR SIL 44 CO2 01 4 A BUILT SCALE: 1" U VA TA 0 400 NK -MICHAEL N. ANDERSON-'_TA'1' SEP'nc SECTIO HOLDEN DRIVE "o M R1146.84' _ 2 �MII NOTE: 1) Beari and distances are as A 120.09' Plat No. P-501. 0 � I w _I I I I I I I I I I I I I I 49TH *� MICHAEL J. HORNE LS 5318 ' •�`� i 5 Farpoint Land Services, LLC LEGEND '+y€00SURVEYING, MAPPING, LAND PLANNING, GIS C Clean out t 1 1 3 1 E. 7Gth Ave., 5ulte 10 1 Anchorage, AK 995 18 Elec. pole ParpolntAK.com (907) 522-7770 • survey@farpolntak.com 0 Found property car. SURVEY OF: SURVEY CERTIFICATION: FARPOINT has conducted a ® Water Well [ASBUILT , Block 6, physical survey of the subject property, the improvements situated Park Estates Subdivision, thereon are within the property lines and no encroachments exist,ntain X ora e, Alaska other than noted.—X Fence EXCLUSION NOTES: It is the owners responsibility to determineExisting DERNo. DATE: SCALE: the existence of any easements, covenants, or restrictions which do Dec.07,2018 111=40' not appear on the Plat used for this survey. NOTE: Under no 48 DRAWN: NECKED: GRID No: I FB BOOK/PAGE: 1 circumstances should any data hereon be used for construction or ROL ME SW2838 100/59 for the establishing of property lines. AVne DrHflncg & Enterprises Well L®g Permit Number: #SWOSP1-1251 Date of Issue: 11-05-10 Parcel Identification Number: 01739106DOD Date Started: 6-2-11 Date Completed: 6-4-11 Is well located at approved permit location? x Yes ❑ No Legal Description: Mtn Park Estates Blk 6 Lot 3 Property Owner Name & Address: Andrew F. Stone - AFS Const Svs PO Box 110842 Anchorage, Alaska 99511 Borehole Data: Depth (ft) Method of Drilling x air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel Stick-up 0 2 Wall Thickness:.250 inches sill 2 11 Diar,:etc;: inches Depth: 332 feet gravelly silt 11 16 Liner Type: Diameter: inches Depth: feet silt 16 35 Casing stickup above ground: 2 feet gravelly silt 35 74 Static water level (from ground level): 206 feet silty gravel 74 96 Pumping level: 332 feet after gravel 96 111 2 hours pumping 7 gpm gravelly siltRecovery Rate: 7 gpm 111 201 air —z� silty water sand &gravel 1. S gpm 203 205 Method of Testing: -I Well Intake Opening Type: gravelly silt 205 262 X Open End ❑ Open Hole water sand & gravel 2 gpm 262 267 ❑ Screened Start feet Stopped feet silt 267 291 ❑ Perforations Start feet Stopped feet gravelly cobbly silt 291 316 Grout Type: bentonite granules Volume: 2 bgs feet Sto ed water sand &gravel 3 gpm 316 322 Depth: 0— 0 ? feet Pump: Intake Depth feet gravelly cobbly silt 322 328 Pump size hp Brand Name silty water sand & gravel 328 335 Well Disinfected Upon Completion? X Yes ❑ No Method of Disinfection: chlorine tablets Comments: WATER QUALITY TESTING Well Driller: Alpine Drilling & Enterprises Colibrril i� e001/10pM L PO Box 110496 Mtrates 0. 1� Z7 rrFg/L Anchorage AK 99511 Arsenic '-� D ug/L It1z7116 U bevefopmrel Serdees tke-partment Guild irg Safety tivision Ch.-Sitle Water & wdslvwater Pro 4700 Et Rocid P-0- Box 1966-50 MpSe—akh Anchorage, AK 99507 (907) 343-7904 Pump Installation Log well �nffiffig Permit Numbw.- SWjZ—,zzrl — etJ f Daftof 1=,e: Farct I Ideofficatiou Wuvaber.-O. f t54 106- 00 0 7Leia Description Owner Name Address: Z k'WWL-MtMa6M Dates PHIMPI bftke Deptb Below Too of Well cas1rg;,3jq, 14et PumOMadek pampsize " hp Filless Adapter Burts-I Depth: y�� fmt Pitless 'Weff Disin-:Ww upon COMPIC00laq, Yes --N-0 Mleflzod of Comments; U Afteatiou.: Tbo puaV instaHer $hall provide a PUMP iWUJJVtI4Dn 109 W the DSD within 30 days ofpump installation. oD L P�78,-- q On-Site Water & Wastewater 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: OSP101251 Tax Code Number: 01739108000 Work Type: WellSeptic Initial Permit Effective Dates: November 05, 2010 Design Engineer: Subdivision: to November 05, 2011 ANDERSON CONSTRUCTION & ENGINEERING MOUNTAIN PARK ESTATES Site Legal Address: MOUNTAIN PARK ESTATES BLK 6 LT 3 G:2838 Owner/Address: SNODGRASS DAGMAR MARTENSEN PERPETUAL TRUST 3580 SAILBOARD CIR ANCHORAGE AK 995160000 Site Mailing Address: 5900 Holden DR, Anchorage Lot Size in Sq Ft: 30384 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 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. Special Provisions: All property lines within 20 feet of the proposed drainfield shall be flagged by a registered land surveyor prior to construction. Received Issued By:~'~;~/~?¢" ¢/7 ~7 Date: /~/~'~/~' ~'~ Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ~¢ ~¢- - '-z/ct ( - 0/-~ Property owner(s) Mailing address Site address Day phone Z. ~---~ .Zip Code Legal description (Sub'd., Block & Lot) /',,4u,~,--~,~ ¢,w ¢(, ~'_ 5J~, Legal description (Township, Range & Section) Lot Size '~ O! ->% ~'- Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR ([~;~] all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage THIS APPLICATION IS AN: Initial E~ Upgrade [] Renewal [] 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 authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 Nov. 2,2010 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: °--'---:'-- "' '~"- 2 ..... Revised To Whom it may concern: Attached is an application for a new septic system permit on the referenced lot. The soils consisted of gray silty sands for the entire 18 foot depth with no water observed after the 7 day monitoring period. The perc rate was 1~3 minutes per inch at elevation 5 feet in the test hole. The neighboring lot to the north is vacant. The slopes are very shallow north and south, starting with a flat driveway, see plan. The proposed system will be a deep trench. From the site plan there is only one location to install a new septic system. The reserve area will be to the east of the new system. None of the neighboring lots will be impacted by this new installation. If you have any question please call me at 727-8864. Michael N. Anderson, P.E. I , ~MOUND OVER DESIGN CRITERIA: TH#1 'o./ -,~./f ~,~/GRADE 4 BDRM X 150 = 600 GPD OR ~'~_.~/~k/--4F SOILS = 600/0.8 = 750 GPD -1.o'i 750 GA/14- = 54' -,s.o"'-rr-~ !'LcTEpRIp~ABRIC i 7.0' EFFECTIVE 1 O' 2.0' WlBE -~8.o' __ _2.o'_ 54 LONG SEPTIC FIELD SECTION Drive Septic Design Prepared For ANDREW STONE LOT 3, BLOCK 6 MOUNTAIN PARK ESTATES SUBDIVISION Prepared By MICHAEL N. ANDERSON, P.E. [~%~;~AEL N. ANDERSON~ (,o=) ~-~== / =~ (,o=) ~-,~,, ";~-..(~A_~_.~"'~ SCALE: " ~ ~CO ~ ~ ~ ~co ~" __,~X CO /N -.. ,, / ," Y~,~,- - ~-L----4--~ .... ~-----' I ~ I I Septic Design Prepared For ANDREW STONE LOT g, BLOCK 0 MOUNTAIN PARK ESTATES SUBDIVISION Prepared By ~.~~~~ MICHAEL N. ANDERSON, P.E. ~;~.xx.:t..~.~,~.~.~ ....... 4001 NATRONA AVENUE (907) 345-3377 / F~ (907)345-1391 SCAEg: 1"=30' N0~ Performed For: Legal Description: 2- 3- 4- 5- 6- 7- 8- 9- 10- 11 12 13- 15- 16- 17- 19- 20- COMMENTS Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 EImore Road P.O. Box 196650 Anchorage, AK 99507 www.ci,anchoraqe.ak,us (907) 343-7904 Soils Log - Percolation Test ;J, Township, Range, Section: Slope Site Plan WAS GROUND WATER ENCOUNTERED? (V~ ~ S IF YES, AT WHAT DEPTH? L O Depth to Water After p Monitoring? /~/0 ~, t~.,~ E Date: J~/'~/~ ~ Reading Date Gross Time Net Time Depth to Water Net Drop " PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETVVEEN ~ FT AND ~ FT PERFORMED BY: /k/'~ k C~'~ L r~'~,~ ~ I CERTIFY THAT THIS TESTWAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: