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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 2 LT 5· e5T fr S OtB MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231315 Work Type: Septic Upgrade Tax Code Number: 01532253000 Site Legal Address: VALLI VUE ESTATES #2 BLK 2 LT 5 G:2538 Site Mailing Address: 10630 LONE TREE DR, Anchorage Owner: BOLDING ROBERT L & TRACY L Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: o`Zcnr�.S. Department 9/22/2023 9/21/2024 27376 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: S �r� G s Date: Date: ZL� Zo Z 3 1---- 0 Community Development Department _ Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-322-53 Property owner(s) Bob Bolding Mailing address 10630 Lone Tree Drive, Anchorage AK 99507 Site address 10630 Lone Tree Drive, Anchorage AK 99507 Day phone (907) 230-0700 Legal description (Sub'd., Block & Lot) Valli Vue Estates #2, Block 2 Lot 5 Legal description (Township, Range & Section) Lot Size 27,376 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ® Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade FX]Duplex (D) El Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: u7_rjR� Waiver Fees: Date of Payment: ��F/ Zo Z3 Date of Payment: Receipt Number: 7 Receipt Number: Permit No. 0E, p%-2, ) 3 IS Waiver No. Permit App_::- : :'-.,:c September 13, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Valli Vue Est #2 B2 L5- Lone Tree Drive Septic system design Dear On-Site Services Engineer: The owner of the above lot would like to upgrade the septic system on his lot to accommodate four bedrooms, so we are submitting this permit application for installation of a new tank and septic field. The attached site plan identifies the location of the home as well as the existing septic tank and field. The ground surface on the lot fairly uniformly to the northwest at about a 10-15% slope. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. The existing trench was constructed across the lot line, and will be abandoned. The new trench will maintain a 14’ separation from the existing trench. There are no wells on this or adjacent lots, as all are fed from a community water system in the main ROW. The new tank and trench will be 10’ away from the building foundation and lot line. Either a foundation cleanout or a double cleanout will be installed upstream of the new tank. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231315, Curtis Townsend, 09/22/23 // // // // // // // // // // // // // // // // // Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 2CO TH1 VALLI VUE ESTATES #2, BLOCK 2 LOT 5 FEET 0 50 100 ≥14' FCO NOTE: THIS LOT AND SURROUNDING LOTS IN THE VALLI VUE #2 SUBDIVISION ARE ON A COMMUNITY WATER SYSTEM. LON E T R E E D R I V E 3-BDRM HOME 650 SEPTIC PLAN 9/13/23 O'MALLEY ROAD PAVED RETAINING WALL DECOMMISSION EXISTING 1,000 GAL STEEL TANK PER UPC NEW 1,250 GAL SEPTIC TANK PROVIDE FCO OR 2CO BEFORE TANK ABANDON EXISTING TRENCH ENCROACHING ON NEIGHBORING LOT 640630 620 610 CO CO 75' LONG x 5' WIDE, 4' EFFECTIVE DEPTH ABSORPTION TRENCH MAINTAIN 10' SEPARATION FROM PROPERTY LINE AND 14' FROM EXISTING TRENCH MT MT ALTERNATE SITE: CAT III ADVANCED TREATMENT 20' LONG x 5' WIDE x 4' EFFECTIVE TRENCH Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231315, Curtis Townsend, 09/22/23 VALLI VUE ESTATES #2, BLOCK 2 LOT 5 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 4' DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 3.14 MIN/IN APPLICATION RATE: 0.8 GPD/SF (CONSERVATIVE) 5-WIDE TRENCH SYSTEM 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 7' BELOW GRADE FLOW LINE ELEVATION: 3' BELOW GRADE GEOTEXTILE FABRIC 9/13/23 PROVIDE ADDITIONAL MIN 6" FILL TO ACCOUNT FOR SETTLEMENT 5' 600 GPD / 0.8 GPD/SF / 5' WIDE * 0.5 RED FACTOR [4' DEEP] = 75 LF TRENCH REQUIRED (75 LF SPECIFIED) 6" 2'-6" Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231315, Curtis Townsend, 09/22/23 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 3.14 8/23 1 2 3 4 5 6GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO VALLI VUE ESTATES #2, BLOCK 2 LOT 5 8/23/23 015-322-53 BOB BOLDING 10:33 1 OB 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: M. Jakubisin 7 - DRY 8/31/23 COMMENTS: SITE PLAN >6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 9/13/23 BOH 7 10:50 1 10 6 11 16 5 1116 110 4 15 16 3 15 16 110 4 12 16 4 12 16 110 4 6 16 3 6 16 110 4 4 16 3 416 110 4 3 16 3 3 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231315, Curtis Townsend, 09/22/23 Lot 5, Block 2 Valli Vue Unit No. 2 27,376 Sq. Ft. +/- 10630 Lone Tree Drive 2 Story Wood Frame House With Attached 2 Car Garage PA V E D D R I V E W A Y SH E D 16 . 2 N89° 59' 45"W 166.66' N34 ° 2 3 ' 4 3 " E 2 9 7 . 1 4 ' N1 5 ° 0 0 ' 0 0 " E 2 2 6 . 5 1 ' 26 . 3 24 . 2 50. 1 22. 1 12 . 2 PAVED RET. WALL MB 3.0 10.2 26 . 9 81 . 6 PAVED RET. WALL 9.8 S LOT 6 LOT 4 L=63.51 R =187.62 EDGE OF PAVEMENT ℄LO N E T R E E D R I V E CULVERT G E 75 . 0 30 ' R . O . W . 34. 0 10 . 1 6.1 S S ℄ O'MALLEY ROAD PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. August 6th, 2021. Legend: Scale 1" = 40' Gas Meter Electric Meter Deck Septic Fence MailboxS G E Lot 5, Block 2 Valli Vue Estates No. 2 General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Nora Delolli 21-467 07/23/2021 77-296 2538-39 x S T A T E O F ALA S K A 49 TH ROYEVRUSDNALLANOISSEFORP DER E T S I G E R Pierre M. Stragier NO. LS-9812 08/06/2021 MB Light Pole MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME / PHONE ~r~EW NO. OFBEDROOM~.~ Dwelling Materia~) Width IF HOMEMADE: Inside lengtb..~.~ Liquid depth__ Well Dwelling PERMIT NO. DISTANCE TO: W~'F./t'~K - NO. of li~s~_~ Length of each ne Top of tile to finish grade Width ~ / ,~1 Nearest lot line Total length of lines Trench Material beneath tile PERMIT NO, Total effective al Depth PERMIT NO, Crib diameter Crib depth Total effective absorption area Well *; Suilding foundation ' SepticNeareSttankl°t line Depth Driller Distance to lot line PERMIT NO, DISTANCE TO: foundation Sewer line Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING ! INSTALLER REMARKS APPROVED 72-013 (l~v. 3/78) PERMIT N0. ( 80055~ ) 8PPLICBNT JRK CONST. LOCRTION V8LLI VLIE ! C ! P--r.;IL :[ -r'~? OP- t-]NCH;~'RFi,SE DEPBRTMENT 0, HEBLTH BND ENVIRONMENTBL ~ .OTECTION 82:5 "'L" STREET., RNCHORFIGE., RF'.". 9950:L 264-4?20 25±t CHILKFtT CT. i~)Ni~,~ . 694 _.i_ i LEGFIL LOT ~., BLK 2 YFILLI vUE: EST. LOT _,I,.E 2?000 _,t~UFIRE FEET TYPE OF :,OIL BB_,ORPTIuN ~_,TEM IS: TREN_.H j;j bl-(~/], ~,~ MFt:qlMUM NI_IMBER GF BEDROOMS = ~ SOIL RBTING <SQ FT/BR)= 250 ~L THE RE..-.' IRED -~I~E OF 'THE _,OIL FtB'~ARPTION SYSTEM I_,. [:,EPI-H: 11 L E P-.I ~_3 T H'-- e-:5 GRt-]~'EL C.,EPTH: ? THE LENGTH DIMENSION IS THE LENGTH (IN FEET) GF THE TRENCH OR DRRINFIELD. THE [EFTH OF R TKENL. H OR PIT I=~, THE DISTRNCE BETWEEN THE SURFRCE OF' THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET.. THERE IS NO SET WIDTH FOR TRENCHES. THE * '- ,' =~HkEL DEPTH IS THE MINIMUM DEPTH OF G~RVEL .ECETN~E[;~ THE ,OUTFRLL RIPE BND THE BOTTOM OF THE EXC8VRTION (IN FEET) .... ,=- . ~]LLO~_ RE&qLi I REE:, -_.EFT I C: T~-~( :. I ~E-- F'ERMIT BF'PLIC:BNT HRS THE RE_,FON_,IE, ILIT~ TO INFORM THIS DEPFtRTMENT [:,URING THE INSTBLLFtTION IN._~FECTION_-, OF FtNY WELLz, 8DJFtCENT TO THIS PROPEF.~TY BN[." THE NUMBER OF RESIDENCES THBT THE WELL NILL SERVE. T [,],3 ('. 2. .':, I t'-.l-=. P E~ F:_.T' I O I'-.I S R F..: E R E ~-7! IJ I F:ED E, HL. KFILLING uF RNY SYSTEM WITHOLIT FINRL IN=,FEL. TIuN RND RPPROV8L 8Y THIS DEPFIRTMENT WILL BE _,UE, JEL. T TO'PROSECUTION. MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SENRGE DISPOSRL SYSTEM IS t00 FEET FOR R PRIVRTE WELL OR ±50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM 8 PRIVBTE NELL TO 8 PRIVBTE SEWER LINE IS 25 FEET 8ND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MBY 8PPLY. SPECIFICRTIONS BND CONSTRUCTION DI8GRBMS 8RE 8V8ILBOLE TO INSURE PROPER INSTBLLBTION. F'EF.'I',I ~ T E::<P I RE'---] [:.EL-:EI--18ER --.~:t~ I CERTIFY THRT 1: I BM FBMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS 8ND WELLS RS SET FORTH BY THE MUNICIPALITY OF 8NCHORBGE. 2: I WILL INSTBLL THE SYSTEM IN BCCORDRNCE WITH THE CODES. 3: I UNDERST8ND THBT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLBRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE 'MORE TH8N 3 BEDROOMS. Y4. 0 PERFORMED FOR: LEGAL DESCRIPTION: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION SOILS LOG - PERCOLATION TEST [] SOILS LOG PERCOLATION TEST DATE PERFORMED: 1 2 3- 4- 5- 6- 7- 8- 9- 10- 11 13- 14- 15- 16- 17 18 19 2O WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? o E E NO. 1 June ~2, .19,~8. Gross Net Depth to Net Reading Date Time Time Water Drop c%/~ - -- 5~" '~ TEST RUN BETWEEN COMMENTS PERCOLATION RATE -~ ~ (minutes/inch) /'~' , ET AND I/<-~ FT CERT,E,ED"Y: fiJ 7t 7- DATE: 72-008 (6/79) -~'- LJ~ I I I I I I MUNICIPALITY OF ANCHORAGE.._ iENT OF HEALTH AN? ENVIRONMEN'rA iOTECTION TEST ' Pouch GGhS, Andmrcgo, Ala~a 9S502 276 2221 SOILS LOG - PERCOLATIO~J TEST WAS GROUND WATER ENCOUNTERED? IF YES, AT WRAT DEPTH? Reading Date PERCOLATION RATE 1~LC~ _$ 4:tZ Drop ~,07 J 72 008 I~,il..iN[CIPALFFY OF A?JCI-!OR$1 DEPAP<F,%~ENT OF HEALTH A,"~p ENVHqONMENTb SOILS LOG -- PERCOLATION TES'£ 13- 14- !5 16 17 19 2O WAS GROUND WATER ENCOtJNTER£D? IF YES, AT WRAT DEPTH? Reading DaTe PERCOLATION RATE DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTE~L_~ MUNICIPALITY OF ANCHORAGE DEPT. OF HTAU[;I & ,!AN 2 6 198i ENVI RONMENTAL SANITATION DIVISION Te, epho.e 264-4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES LEGAL DESCRIPTION STREET ~.ODATI Ol'q 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS ~ [] One [] Four [] Other__ ~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY J;~ Three [] Six 7. WATER SUPPLY [] INDIVIDUAL' * ATTACH WELL LOG. A well log is required for all wells drilled [~ COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** /? ~'~' YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE iNSTALLED []PUBLIC UTILITY Connection Verified INSTALLER L~Septic Tank or []Holding Tank Size: If Tank is homemade SOILS RATING (Jive dimensions: --TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL '~, DISTANCES Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS [~_~PPROV ED FOR _-~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED --DATE By )~ 72-010 ( Rev. 6/79)