Loading...
HomeMy WebLinkAboutT13N R3W SEC 13 LT 103 NW4TI 3N R3W .13 Lot 103 NW4 #006 -063 -45 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131214 PID Number: 006-06345 Dwelling:❑ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New N Upgrade Name: MARY LAGOD ABSORPTION FIELD El Deep Trench Shallow Trench El Bed ❑ Mound Address 7220 E. 104TH AVE, ANCHORAGE AK 995045 Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.6 GPD/SF 7.6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.6 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot 103 NW4 Fill added above original grade . 0-1.5 Ft Gravel length X 40 Ft Township Range Section 13N 3W 13 Gravel width 5 Ft. Beds: Number of Lines NA I Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 800 Ft 2 10 Ft. Well >100' >100' NA NA >25' TANK E Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water >100' >100' NA NA Material Number of compartments Lot Line >5' >10' NA NA STEEL 2 NA Foundation >5' >10' NA NA LIFT STATION Manufacturer CapacityCurtain Drain >50' >50' NA NA Gal. Remarks EXISTING SEPTIC SYSTEM ABANDONED Pump on level at in. Pump off level at in, High water alarm at in. PER UPC REQUIREMENTS Pump make and model Electrical Inspections performed by PIPE MATERIAL Housetotank 3034 Tankto drainfield 3034 Installer ISAAC'S ESCAVATING Drainfield F810 CO/MT F810 Inspector LARS SPURKLAND BENCH MARK (Assumed elevation)100 It Inspeection 1`r9/16113 9/17/13 Location and description ction 2nd a'd 9/18/13 a'" 9/20/13 BACK DOOR JAM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ,r OF Conditional Approval: Date �1 d f .. . SPURK ND., vii'. 110 �9 ApprovedJiv�Date Inspection Report_9-1-12.doc EAST 4TH AV� SwNG TIES A 8 ROPE I DBL. C.O. C 42.5' 39.0' ST: C.O. D 44.0' 40.5' S.T. as E 51.5' 47.0' DBL. C.O. F 53.0' 48.5' SPUTTER G 67.5' 61.5' — — — DF. C.O. H 67.0' 60.5' © DF. M. T. I 62.0' 535' 1 K 3 BDRM OF. C.O. J 60.0' 32.0' OF. C.O. K 82.5' 70.0' ABANDONED EXISTING SFR A OF. M. T. L 75.5' 61.5' DF. C.O. M 74.0' 47.0 SEPTIC SYSTEM PER MOA REQUIREMENTS lDO�£CLL PRE- UTS ' O 51 B � � F G 2 ! LOT 103 NW4 G5� G LOT 104 L@ NOT£.• CECHOWSXf S/D AND M LOT 103 SE4 ARE SERVED STALLED 3 -BEDROOM SEPTIC SYSTEM BY PUBLIC WATER AND SEWER PLACff EXISTING 1000 GALLON SEPTIC TAN 1R£NCH LENGTH 2 X 40 FEET �= q j3 naN DEPTH 8 FEET TR—A FEET SEC�100 OVfRD4 FEET R3W T 13 LOT 103 SW4 TR—B �5�� NVACANT 1 Y NOTE• SLOPES EXCEEDING 25X W£Rf NOT OBSERVED • ••••,,•.,• WITIBN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTMN RELD LOCATION. 1� •Gj P,•. ••••• ••11 •�� NOTE: 771IS IS NOT A SURVEYED PLAT. WELL d 5EP77C th ................................. .. LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCA77ONS SHOWN ARE APPROXIMATE .......................... i j .S j S SPURKLANDAF •��rf No. CE -11500 25 D 25 59 75 12s Iso SCALE, 1' = 50 FT. militiaa� ���•' SPURKLAND ENGINEERING T13N R3W SEC 13 LT 103 NW4 SEPTIC SYSTEM ASBUILT 203 V 15TH. AVENUE ANCH. AK. 99501 MARY LA60 DATE, SEPT 23 2013 (907) 279-3916 7220 E 4TH AVE, ANCHOR46E AK SHEEP 1/2 GRID, 1240 PERMIT # BSPI31214 PID # 006-063-45 7220E47H,SC50-ASBDV6 WIDE Trench: 5' L&J, 2x 4' . TH LS £LEY 2.2' PMf 7HV &EY -6&6' BOH HEY= Ur Install 1000 Gallon Septic Tank PIPE m ELEV= V &aw au..=77.2' 80H HEY 8A6' 1000 GALLON SEPTIC TANK BEACH MARX BACK DOOR JAM ASSUMED ELEVATION 100 1W SPURKLAND ENGINEERINGI ( T13N R3W SEC 13 LT 103 NW4 11 SEPTIC SYSTEM ASBUILT I 203 W K. 99501 15TH. AVENUE ANCH. AK. MARY LAGOD BATE, SEPT 23 2013 (907) 279-3916 7220 E 4TH AVE, ANCHORAGE AK SHEET, 2/2 GRIA 1240 PERMIT # USP131214 PIB # 006-063-45 722D£47HB3-ASB.BW6 On-Site Wastewater Disposal System Permit OSP131214 00606345000 Septic 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: Tax Code Number: Work Type: Permit Effective Dates: August 08, 2013 to Design Engineer: SPURKLAND ENGINEERING Subdivision: T13N R3W SEC 13 Augu~ 08,2014 Site Legal Address: T13N R3W SEC 13 LT 103 NW4 G:1240 Owner/Address: LAGOD MARY 7220 E 4TH AVENUE ANCHORAGE AK 995041304 ~artment Site Mailing Address: 7220 E 4TH AVE, Anchorage Lot Size in Sq Ft: 21480 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank 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. Special Provisions: The location of the cdb is unknown. If, during construction, the crib is located, construction of the system will stop and a design change is to be submitted for On-Site review and approval. Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERNVELL PERMIT APPLICATION Parcel I.D. 006-063-45 Property owner(s) MARY LAGOD Mailing address Day phone 333-6925 Site address 7220 E. 4TH AVE., ANCHORAGE, AK 99504 Legal description (Sub'd., Block & Lot) T13N R3W SEC 13 LOT 103 NW4 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (~;~ all lhat apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Pdvate Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: NONE Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (S(~g~at'~)~dy owner or authorized agent) Permit/Rush Fees: ~'~O-- DateofPayment: "')1, '1// ~ C~ Receipt Number: O I I I'l Permit No. ~ ~)~,~/,~ J¢-~ Waiver Fees: Date of Payment: Receipt Number: Waiver No, Permit App_9-1-12.doc Environmental Consulting and Design SEPTIC SYSTEM DESIGN T13N R3W SECTION 13 LOT 103 NW4 Muulcipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 Elmore Rd. Anchorage, Alaska 99519 July 17, 2013 Subject: Septic System Installation Permit 7220 E. 4th Ave. Ladies and Gentlemen: I am writing to request a septic system upgrade permit for the above referenced property. The proposed system will serve a 3-bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: No groundwater observed. (6/24/13). Soil Rating. From Testhole 6/7/13 24 min/in = 0.6 gal per sq.fl/day No. of Bedrooms 3 Required Areaper Bedroom: 150/0.6 = 250 sq.ft. Total area required: 250 x 3 = 750 sqft Use shallow trench w/4 feet effective Minimum trench length = 750/5*0.5= 75 System: We are proposing a 1000 gallon septic tank and a shallow trench absorption field. The absorption field will consist of 2 trenches, 40 feet long and 5 feet wide and with 4 feet (800 sq.ft. effective) of sewer rock. Soils: A test hole was excavated on June 7, 2013. See the attached soil logs. No groundwater was observed up to a depth of 15 feet below ground surface on June 24th, 2013. Ground water Monitoring will continue through construction of the septic system. Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Environmental Consulting and Design L J Topography: The ground level slopes at approximately 10% towards the south around property. Waivers: None The installation of this 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, Lars 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 EAST 4Tit A YE LOT 104 LOT 10.5 LOT I03 NN'4 2 LOT 103 SW4 VACANT TR-A N LOT IOG NOT~: PROPERTIES ON OAKLANO#4 STREET SERVED BY CITY SEIVER AND N'4TER. LOT 104 IS $ERV~fl BY CITY SEN'~R. F N01'~: TNIS IS NOT A SURV£Y~D PLAT. V~LL ,~ SEPTIC LOCATIONS TAKEN FRO~ ON-SI~ WATL~R AND W4ST~ WA1~ fi~PARTI~NT flOC~#,I~NTAlION. 4LL LOC. AIIONS SHOWN AR£ 50 100 150 ,2OO 250 SOO SCALE: I' = lO0 Fl, SPURKLAND ENGINEERIN~ 205 v 15TH. AVENUE 4NCO, AK. 99501 (907) 279-3916 T13N £3~ SEC 13 I~T 103 MARY LAGOfl 7220 E 4TH AVE, A~RA~ AK SEPTIC SYSTEM DESIGN DARE, JULY 10 8013 StIEED 1/$ GRI~ 1240 PERMIT It OSPlllOXX PID Il 00~-0~3-45 722flE4THSClOO..OV~ £ASf 4fH ,4 V£ ~ LOT 104 J ' ~ ~ I I~OrE: c£¢#o~1 s/D ~ [ ~N~A~ J-~ ~P~ SYST~ ~BY PUB~ ~A~R AND S~R~ ~C~ ~XIS~ I~ ~ON SEP~ TANK I ~ ~fNCH LEITH 2 X 40 ~ I r~ I r~-A ~H 4 F~ I LOT lOJ S~4 ~ VACANT I ~ rR-B SPURKLAND ENGINEERING 203 V 15TH, AVENUE ANCH, AK. 99501 (907) 279-3916 T13N £$W SEC 13 LT 103 NW4 MARY LAG£D 7220 E 4TH AVE, ANCHORAGE AK SEPEIC SYSTEM DESIGN DARE., JULY 16 2013 SHEET, 2/3 GRI~' I240 PERMIT # 0SPI310XX PID # 006-063-45 7220E4TH, SCS#,Db'G o[ WIIIE Trench; 5' Wide 2 x 40' Long 8' Max, and Nih, Depth 4' Sewer Rock #' Cover NOO SCALE 50/50 Flow Splitter Double Clean outs ~ ~ 0 0 O0 Install IO00 Gallon Septic Tank Double Clean outs ~ 1000 GALLOON SEPTIC TANK SPURKLAND ENGINEERING POS W lSrb: AVENUE ANCH, AK, 99501 6907) ,279-$916 TI3N R3rg SEC 13 LT 103 Ng4 MARY LAG[ID 7PPO E 4TH AVE, ANCHORAGE AK SEPTIC SYSIEI~ SCHEI~ATIC DATD JULY 16, BOIS SHEED 3/3 GRIg, Ip40 PERMIT # DSPISIXXX PI9 # 0~6-0~3-45 72,90E4TN. i~?,.OWG Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci.anchora<]e.ak.us (907) 343-7904 Soils Log - Percolation Test Pen~ormed For: MARY LAGOD Legal Descdptiom T13N R3W SEC 13 LOT 103 NW4 5- 6- 7- 8- 9- 16- 17- 18- 20- COMMENTS PRE-SOAKED. WAS GROUNDWATER ENCOUNTERED? NO s IF YES, AT WHAT DEPTH? L O Depth toWaterAfter p MonRorin.? -- 0C~ E oaK: 6/24/13 Township, Range, Section: Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop 6/24/13 5:54 PM 0 MIN 14.500 13.250 6:24 PM 30 MIN 14.500 1.250 13.250 6:54 PM 30 MIN 14.500 1.250 13.250 7:24 PM 30 MIN 1.250 PERCOLATION RATE 24 (minute~inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 4.0 FT AND 5 FT PERFORMED BY: LARS SPURKLAND I ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPA~c-~I~D/i~-INE§ iN EFFECT ON THIS DATE, DATE: 7/16/13