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Home My WebLink AboutPARADISE VALLEY BLK 6 LT 5Paradi*se Valley Block 6 Lot 5 #020-412-20 $UBMITTA[ t Municipality of Anchorage FER 9 MI') On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number OSP141310 PID Number: 020-412-20 Dwelling: ❑■ Single Family (SF) ❑ Duplex(D) ❑ Multiple (SF and/or D) Project: ❑� New ❑ Upgrade Name: SEAN DOODY ABSORPTION FIELD Address ❑ Deep Trench ❑� Shallow Trench ❑ Bed ❑ Mound 2185 ACADIA DR ANCHORAGE AK 99517 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 1.0 GPD/SF +2.5 FL LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +3.0 Ft. 0.5 Ft. PARADISE VALLEY 6 5 Fill added above original grade Gravel length Township Range Section 5-6 Ft. 60 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 5 Ft. -- -- Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches Tank Field Lift Station Tank Line From 300 Ft' 1 NA Ft. Well >100' >100' NA NA >25' TANK ■ Septic ❑ S.T.E.P. ❑ Holding ❑Other Manufacturer Capacity Surface Water >100' >100' NA NA GREER 1250 Gal. Material Number of compartments Lot Line >5' >10' NA NA STEEL 2 NA Foundation >5' >10' NA NA LIFT STATION Manufacturer Capacity Curtain Drain >50' >50' NA 1 NA -- -- Gal. Pump on level at Pump off level at High water alarm at Remarks -- in. -- in. -- in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 drainfield Tank t3034 Installer WILCO CONSTRUCTION Drainfield 3034 CO/MT 3034 Inspector ANSON MOXNESS, LARS SPURKLAND BENCH MARK (Assumed elevation) 100 ft Inspection isi 9/23/14 2nd 9/23/14 Location and description dates: 3"' 9/23/14 4'" 9/25/14 TOP PILING AT'A' COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Dateals'° '-,e••••.'�0. g,, ti, S . ..,,.h-y-p •o / , . t000ae F. MOORS "' 4.117% �. .. CE-3589 ,/° '" Approv l) / 1 Date r . `• 445•' , �'91'(n. S.4Y41R5;'h 4 Inspection Re _9-1-12.doc AI I _I 10' UTIL EASE_ \ A B I C 184 182 - -' D 185 190 Septic E 185 191 c Area F 185 192 PROPOSED G 206 217 LOT 4CO H 207 219 I 207 208 . J 208 209 - B � _ I c LOT 5 A :. 1,1 I; D1� I/ TH - o( \ ?_ . ‘- . H G DRi�EWa IN1 INSTALLED 1-BEDROOM SEPTIC SYSTEM INSTALLED 1250 GALLON SETPIC TANK O TRENCH LENGTH 60 FEET .AD TRENCH WIDTH 5 FEET LOT 6 MAX EXCAVATION DEPTH 1 FEET MOA FILTER SAND 3+ FOOT -C MOUND 3-TO-1 SLOPE WITH VACANT ROCK DEPTH 0.5 FEET 2" INSULATION C7 TOPSOIL AND VEGITATED COVER 2 FEET (MIN.) 73 i UNE BETWEEN HOUSE AND TANK AND TANK AND FIELD 4' CONTOUR LINES AWWT \l 4 BDRM RESERVE AREA CALCS COVERED WITH 2" OF INSULATION AND 2+' OF COVER IF LESS THAN 4' OF COVER WAS AVAILABLE CATEGORY III TRENCH LENGTH 50 FEET TRENCH WIDTH 5 FEET ROCK DEPTH 0.5 FEET s ve NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC �i� a ♦♦'_.s-• LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER , _ �'r .� DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE • �i�"'� ' •• APPROXIMATE. •- . MOORE•• I 25 0 25 50 75 100 125 150 SCALE.' 1' = 50 FT, SPURKLAND ENGINEERING PARADISE VALLEY BLK 6 LT 5 SEPTIC SYSTEM ASBUILT 203 W 15TH AVENUE ANCH. AK. 99501 SEAN DOODY DATE: FEB 9 2015 (907) 279-3916 NORWAY CIR, ANCHORAGE AK 99516 SHEET: 2/3 GRID: SW3538 PERMIT # OSP141310 PID II 020-412-20 PARADISEVALLEYB6L5.SC50-ASB.DWG 0 WIDE Trench: 5' Wide 60' Long Removed Organics 1' Max. Depth Double Clean outs 3'+ MOA Filter Sand Foundation Clean out 0.5' Sewer Rock \ 2' Insula tion 2' Cover Min. • • 0 0 • Installed 1250 Gallon Septic Tank MOUND A 3-T0-1 SLOPE TOPSOIL£D AND VEGITATED NO SCALE O Foundation Clean out Trench Elevation (TyP) Double Clean outs Cleanouts Monitor = 2' Insulation 2' Cover i:EV. .G' Silt Barrier Fa ttt►=ns i 2' Cover 1i- - I 3 -4111.1W- rom- i, nr WE El[r=732' :: .... , •=: __. iL TOP sun EllY=74.4" °,: ` rv'o- n TH �y_°;r. r ..0 E� 1-"-- 6' min eui'EZIv=n.i. 1250 GALLON SEPTIC TANK BEDROCK aEv.=6a4' ,,-,ice-'.`�11t! Nk 0,5 Ft of Septic Rock <_, •',,,,.;...•• � ' •k. 3'+ ft of MOA Filter Sand anti./ it •:40,?: .• .• 7-4444'14-.•Z:411141-- •THEODORE I. MOORE• I °.. CE-3589 E °• f9/ ik,• � BENCH MARK TOP PILING AT A ,.�R` ASSUMED ELEVATION 100 FEET ±r_ SPURKLAND ENGINEERING PARADISE VALLEY BLK 6 LT 5 SEPTIC SYSTEM ASBUILT 203 W 15TH. AVENUE ANCH. AK. 99501 SEAN DOODY DATE FEB 6 2014 (907) 279-3916 NORWAY CIR, ANCHORAGE AK 99516 SHEET 3/3 GRID: SV3538 PERMIT # OSP141310 PID # 020-412-20 PARADISEVALLEYB6L T5D3.DVG 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: OSP141310 Tax Code Number: 02041220000 Work Type: WellSeptic Initial Permit Effective Dates: August 22, 2014 to August 22, 2015 Design Engineer: SPURKLAND ENGINEERING Subdivision: PARADISE VALLEY Site Legal Address: PARADISE VALLEY BILK 6 LT 5 G:3538 Owner/Address: DOODY SEAN H 50% & WORCESTER ROSALIND GAEL 50% 2185 ARCADIA DRIVE ANCHORAGE AK 995170000 Site Mailing Address: 18001 Norway CIR, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 56587 Total Bedrooms: 1 N Privy N 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. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program r, Et r ON-SITE SEWERNVELL PERMIT APPLICATION � V O VITTA� AUG 0 6 2014 Parcel I.D. 020412-20 Gretchen Stullep, Property owner(s) SEAN DOODY Day phone Mailing address 11400 VIA APPIA, ANCHORAGE AK 99515 Site address NORWAY CIRCLE Legal description (Sub'd., Block & Lot) PARADISE VALLEY B6 L5 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial 0' Single Family (SF) El (w/wo ADU) Septic Tank El Upgrade F1Duplex (D) ❑ Holding Tank ❑ Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. M owner or Permit/Rush Fees: d -7-$ Y Date of Payment: V-1114 Receipt Number: 1021(j&26 Permit No. Q SP/('1M/L) Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. Spurk[and Engineering Environmental Consulting and Design SEPTIC SYSTEM DESIGN PARADISE VALLEY BLK 6 LT 5 Municipality of Anchorage August 4, 2014 Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: Well & Septic System Installation Permit Norway Circle Ladies and Gentlemen: I am writing to request a well & septic system installation permit for the above referenced property. This system will serve a new construction. The proposed system will serve a 1 - bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Cales: No groundwater observed up to a depth of 3.5 feet below ground surface (7/30/14). Soil Rating. From Testhole 7/23/14 0.5 min/in =1.0 gal per sq.ft/day No. of Bedrooms 1 Required Area per Bedroom: 150/ 1.0 =150 sq.ft. Total area required: 150 x 1 = 150 sgft System: We are proposing a 1250 gallon septic tank followed by a wide trench absorption field. The absorption field will be 60 feet long and 5 feet wide and contain 0.5 feet (300 sq.ft. effective) of sewer rock. Three or more feet of coarse filter sand will be placed in the bottom of the excavation to provide adequate vertical separation from the shallow bedrock found 3.5 feet below the ground surface. Soils: Test holes were excavated on July 23`d, 2014. See the attached soil logs. Ground water monitoring will continue through construction of the septic system. Groundwater was not observed on July 30th, 2014. 203 West 15"' Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net s Spurk.land Engineering Environmental Consulting and Design Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. Topography: The ground level slopes down towards the west at approximately a 20% grade Waivers: None Well: The well will be placed on the north cast section of the lot so that it will not impact current or future septic system sites on this or surrounding lots. The installation of this well and septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, L4 bars Spurkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net I KENO HILLS 5 SID I BLOCK 6 LO 6 III III I I LOT 4 LOT 3 I I - LOT III Septlr`JE� �FrEu LOT 7 ' ' LOT 9 / lig D L E P A R A D BocK 6 NOT£.• THIS IS NOT A SURVEYED PLAT. WELL R SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. 50 0 50 100 150 200 250 300 SCALE. 1' = 100 FT SPURKLAND ENGINEERING PARADISE [ALLEY BM 6 LT 5 1 ISEPTIC SYSTEM DESIGN 203 V 15TH, AVENUE SEAN DBUDY VA TE, APRIL 1 2014 ANC( AK. 99501 (907) 279-3916 11 NORWAY CIR ANCHORAGE AK 99516 SHEET,• 1/3 GRID: SV3538 PERMIT # 97111OXX PID # 020-412-20 PARADISEVALLEYB6L5.SCIOO.DVG LOT s - MOUND TO BE 3 -TO -1 SLOPE WITH TOPSOIL AND V£GITAT£D 4 BDRM RESERVE AREA CALCS AWWTS CATEGORY III TRENCH LENGTH 50 FEET TRENCH WIDTH 5 FEET ROCK DEPTH 0.5 FEET I I 1\ 10' UTI EASE ole o LOT 5 T A I IV PROEMS O .pR. ,. ...woo ' ; ADD ADDITIONAL FILTER SAND _ WOW TO MAINTAIN 6' SEPARATION TO BEDROCK IF NECESSARY INSTALL 1 -BEDROOM SEPTIC SYSTEM INSTALL 1250 GALLON SETPIC TANK TRENCH LENGTH 60 FEET TRENCH WIDTH 5 FEET \L 6 MAX EXCAVATION DEPH 1 FEET MOA ILTERl�A ANT ROCKFDEPTHS0.5DFEETFOOT 2" INSULATION UNE BETWEEN HOUSE AND TANK AND TANK AND FIELD 4CONTOUR LINES TO BE COVERED WITH 2' OF INSULATION AND 2+' OF COVER IF LESS THAN 4' OFC VER 1S NOTE.• THIS IS NOT A SURVEYED PLAT. WELL R SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION, ALL LOCATIONS SHOWN ARE APPROXIMATE. 25 0 25 50 75 100 125 150 SCALE, 1' = 50 FT. 5FUHKLANU EN(i171MIN6I ( PARADISE VALLEY BLK 6 LT 5 (( SEPTIC SYSTEM DESIGN 203 W TH. AVENUE ANCH, AK.K.99501 SEAN DOODY TATEr JULY 25 2014 (907) 279-3916 NORWAY CIR, ANCHORAGE AK 99516 SHEET, 2/3 GRIB+ SV3538 PERMIT N LISPI41OXX PIT 0 020-412-20 PARABIS£VALL£YB6L5.SC50.BV6 O WIDE Trench: 5' Wide 60' Long Remove Organics I' Max, Depth 3'+ MOA Filter Sand 0.5' Sewer Rock 2' Insulation 2' Cover Min, ADD ADDITIONAL SAND TO MAINTAIN NECESSARY FROM BEDROCK F NECESSARY Double Clean outs oundation Clean out Install 1250 Gallon Septic Tank MOUND TO BE 3 -TO -1 SLOPE AND TOPSOILED AND VEWATED NO SCALE O Foundation Clean out Trench Elevation (TyP) Double Clean outs Cleanouts / Monitor Ips —2' Insulation -fl, R II M1,11-- .- iSEAd � 6' 0.5 Ft of Septic Rock 3'+ Ft of MOA Filter Sand 2' Cover U. it, 11 U- 1250 GALLON SEPTIC TANK SPURKLAND ENGINEERINGI I PARADISE VALLEY BLK 6 LT 5 I I SEPTIC SYSTEM DESIGN 203 W X 99501 TH. AVENUE ANCH. AK. SEAN DOODY DATE, JULY 28 2014 (907) 279-3916 NORWAY CIR, ANCHORAGE AK 99516 SHEET, 3/3 GRID, SV3538 PERMIT # OSP141XXX PID # 020-412-20 PARADISEVALLEYWLT5.D3.DWG Sp urkl an d Engineering 203 W. 15th Ave. Ste. 202A Anchorage, AK 99501 TEST HOLE I __L_ DEPTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SOIL LOG AND PERCOLATION TEST SOIL DESCRIPTION DATE.—ZZZJ,LL4-____ ORGANICS WAS GROUNDWATER OBSERVED: No IF YES, AT WHAT DEPTH. —_ AFTER MONITORING PERIOD: — -Da Sand &' Gravel Mix DATE OBSERVED: 7/30/14 (SW,GW) PERCOLATION TEST.• BEDROCK NOTES: FILL DATE I GROSS TIME NET TIME DISTANCE I DROP 6.000" 7 30 14 5:00 pm 0 min. 6.000 5.•05 PM 2mlOs 0.000 6.000 6.000 5:10 PM 3m5s 0.000 6.000 6.000' 5.•15 PM 3m10s 0.000 6.000 6.000 5:20 PM 3m 15s 0.000 6.000 5.•15 PM 3m 15s 0.000 6.000 PERCOLATION RATE.• 0.5 minutes/ inch PERC HOLE DIAMETER. • 6 Inches TEST RUN BETWEEN 1.5 FT AND _ FT SITE PLAN: N THS z 0 M TH1 a PERFORMED BY. Anson Moxness. 1, Lars Spurkland P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPURKLAND ENGINEERING PARADISE VALLEY BM 6 LT 5 SOIL LOG PERCOLATION TEST 203 V 15TH. AVENUE ANCH. AK 99501 SEAN DUUDY DATE, JULY 30 2014 (907) 279-3916 11 NORWAY CIR, ANCHORAGE AK GRID X 3538 PERMIT # PID # 020-412-20 Sp urkl ars d Engineering 203 W. 15th A ve. Ste. 202A Anchorage, AK 99501 TEST HOLE j ___2_ DEPTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SOIL LOG AND PERCOLATION TEST SOIL DESCRIPTION DATE: -4L2 ZLt_____ ORGANICS WAS GROUNDWATER OBSERVED: _ No IF YES, AT WHAT DEPTH: AFTER MONITORING PERIOD: Sand & Gravel Mix DATE OBSERVED: X14 (SW,GW) PERCOLATION TEST.• BEDROCK NOTES. FILL DATE I GROSS TIME NET TIME DISTANCE I DROP 6 0 7 30 14 5:00 pm 0 min. 6.000 5:05 PM 1m20s 0.000 6.000 6.000 5:10 PM 2m45s 0.000 6.000 6.000 5.•15 PM 3mOOs 0.000 6.000 6.000 5:10 PM 3m00s 0.000 6.000 515 PM 3m00s 0.000` 6.000 PERCOLATION RATE. 0.5 minutes/ inch PERC HOLE DIAMETER: 6 inches TEST RUN BETWEEN __1.5 FT AND ? FT SITE PLAN: N THS z 0 n TH1 a PERFORMED BY. Anson Moxness. 1, Lars Spurkland P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPURKLANO ENGINEERING PARADISE VALLEY BM 6 LT 5 SOIL LOG PERCOLATION TEST 203 V 15TH AVENUE ANCH AK 99561 SEAN BOUDY DA TE, JULY 30 2014 (907) 279-3916 11 NORWAY CN, ANCHORAGE AK GRID #1 3538 PERMIT # PID # 020-412-20 DATE: July 9, 2002 TO: File MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM FROM: Dan Roth Engineer II, On -Site Water Wastewater Program SUBJ: Paradise Valley Block 6 Lot 5 On or about April of 2002, Michael N. Anderson, P. E. excavated approximately 7 or 8 testholes on the subject property. All holes indicated very shallow bedrock and less than 2 feet of receiving soils between ground surface and bedrock.