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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 4H LT 6ARabbit Creek View & Heights Block 4H Lot 6A #020-551-20 Development Services Department ' Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P,O, Box 196650 Anchorage, AK 99519-6650 Page I of 4 www.ci.aachorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW080084 PID Number: 020-551-20 Jim & Megan Van Brundt Wastewater System: [] New [] Upgrade PO Box 232042 ABSORPTION FIELD Phone: Number of Bedrooms: LEGAL DESCRIPTION 2 cpc/Pc -1.0 4H 6A Rabbit Creek Heights -1.0 Pt. 0.5' Pt. 3.5' rt. 20' Pi. Well: [] New [] Upgrade GraveJwi~h:15~ Ft. Number oflines:3 I Distance between lineS:s, Ft. Private 276 Pi. 276 Pi. 300 .¢ 3034 PVC Alpine Drilling 112812009 0 Pt. Beek's Contracting 10/28/2008 Yield: 50 GPMI Pump SO~ at: Pi.I Casing Height Above2 Ground:Et. TAN K SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. [] Other: Septic Absorption LEt Holding 'ublic/PrivateManufacturer: Capacity: Tank Field Station Tank Sewer LJne Anchorage Tank 1500 w.~ 113.7 177 115 113 FiberCass 2 ~r~c,W,ter 102.9' 100.4' 111' ~ Size: Manufacturer:LIFT STATION LotUne 21.4' 12.0' 21.4' 250 ~ Orenco/Anch. Tank Fou,dation 12.8' 67' 20' +40 in +36 in. +45 in. I Curtain Drain P2005 Well data from Well Log. PHS is not responsible for its accuracy. BENCH MARK New House Finish Floor 494.0' 100.0 Pt. Engineer's Stamp inspections performed by: PANNONE ENG. SVC, LLC Dates: 1st 10/28/2008 2~ 10/29/08 ~,~ ¢~. ................. ~..~ Development Services Department Approval ~'~,'~" /[ Conditional Approval Date: ~,,_ · ~ ................ ,~,.,.,~ Reviewed and approved Date: ,ee~D ~ -- ~2~. -" 5 39 CO A B 72 / FC 27.8 3.0 T1 26.8 15.5 10.5 T2 28.6 25.8 ~-.,t.', ~ LS 23.0 26.7 ~ ~-~" ,~1~ M2 939 677 ~¢' / M3 107.0 84.0 / ,,~ NO WELLS OR SEPTIC~ M1 94,8 72.9 w~',~~ W/IN 100 FEET E~ 3o.1 '/ -- __ -- -- -- 100' C R E-[~..~['~'I~C K -~ '""t'"~.~ ~.,.'"'~'"~.- .-_ NOWELLS ORSEPTICS~ ~; ~ -- ~ W/IN100 FEET ~ ~ ~ ~~~ ~ ~./L ~ - ~ ~ '~~ 5~~ -- NOWELLS ORSEPTICS ~ROUND~TER~ ~ ~ ~" ' . ~ ' ~,lJ L W/IN10'FEET ~OEPTH 86 B~~~~ PRIMARY BE L~ ~ ~'. '" ~Cko ~ / ~'~'" ~ RECO~D DRAW~N¢ P.O. BOX 102~54 AN¢HORA$E, AK 9B5~O ~B ..... ';Q&~[~, o7/2/og PNONE (907) 272-8218 FAX (907) 272-8211 r~" ~'?~i sc~e ...'~ ~ Rabbit Creek Heights Block 4H Lot 6/ )20-551-20 Jim ~ Megan Van Brundt )ERMIT NO. PO Box 232042 ~.. ~ VIeW Anchor~e, AK 99523 ~ " ....... '~ Sheet SECTION PROFILE RECORD DRAWING P.0. BOX 102954 A~CHO~¢[, h~ 00510 ~.' ..... ~.0~[ (~07) 272-8218 [~X (~07) 272-8211 ~r" NTS ~:'~. m...':~ ~.,.~. ~o , ~obbit Creek ~ei~hts k~A, Block ~ - '~6~&' 020-551-20 Jim & Megon Van Brundt q~' _C~ 8149 .~PERMIT NO. PO BOX 232042 ,i.~;;~O~.~ swo8oo84 SECTION DETAILS Anchorage, AK 99523'~i~/~ ~~0~s9¢~ ~ Shee( SPECIAL PROVISIONS TO SPECIFICATIONS 1, ALL CONSTRUCTION BAS BEEN INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 5, SCOPE OF WORK: 4-BEDROOM HOUSE INSTALLED, NEW 1500g S.T.E.P. TANK W/AX20 POD AND DISCHARGE BASIN, NEW 15X20X.5 FILTRATION BED. ~ ~ ~ ~ H~~TO CONTROL PANEL DISCHARGE ASSEMBLY~ ~ n 1 ~ I A GE ASSEMBLY ADVANTEX SYSTEM FOR RESERVE FIELD D~SJGN PARAMETERS ABBREVIATIONS LEGEND RESERVE SEPTIC SYSTEM CU COPPER w w WATER LINE/ NO. BEDROOM: ~ (600 9pd) D~P DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1,500 g~llon STEP TH TEST HOLE PERC. RATE: 30-60 MPI FC FOUNDATION CLEAN OUT ~ ss ss EXIST'G SEPTIC SOIL RATING: 2 9pd/SF T~ TANK CLaN OUT NO. AREA RQD: 500 SF C~ CLEAN OUT NO. --ss s~ ~ NEW SEPTIC SYS. ~PE: shallow bed USE: M~ MONITOR TUBE NO. 15Lx20'WlDE,O.5'ED, -1.0 FT R.k RIGID INSU~TION PROPER~ LINE (BOTTOMOF FIELD ABOVE GROUND) DCO DOUBLE CLEAN OUT 3 FEET OF SAND ADDED BELOW BED DV DIVERTER VALVE TOTAL AREA: 500 SF FS FLOW SPLICER RECORD D~AWINO P.O. BOX 102954 ANCH0~ASE, AK 99510 Rabb~ Creek Heights L6A, Block 4H Jim a Megan Van Brund~ ~'..~ CE 8149 -~ PERMIT NO. NOTES a LEGEND Anchorage, AK 99525 q~??~. .... :~v~ Sheet ALPINE DRILLING & ENTERPRISES Permit Number: #SW080084 Date of Issue: 6-19-08 Parcelldentification Number: 020-551-20 Date Started: 1-25-09 Date Completed: 1-28-09 Is well located at approved permit location? [] Yes [] No ~egal Description: Rabbit Creek Hieqhts Block 4H Lot 6A Property Owner Name & Address: Todd E/more- James VanBrunt Anchorage, Alaska 99516 Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To stick-up 0 2 fill organics & brush 2 19 gravelly silt 19 65 sandy silt 65 99 gravelly silt 99 115 gravelly sandy silt H20 3gpm 115 120 gravelly silt 120 275 silty sandy gravel H20 275 278 Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness:. 025 inches Diarneter: ._3 incl~es Depth: 278 feet Liner Type: Diameter: ~ inches Depth: __ Casing stickup above ground: _2 feet feet Static water level (from ground level): O__feet Pumping level: 278 feet after _2 hours pumping 50 gpm Recovery Rate: 50 gpm Method of Testing: air lift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start__ feet Stopped [] Perforations Start __ feet Stopped feet feet Grout Type: bentonite granules Volume: 2 bgs Depth: Start _0 feet Stopped ? feet Pump: Intake Depth __ feet Pump size hp Brand Name Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: chlorine tablets Comments: Well Driller: A/pine Drilling & Enterprises P.O. Box 110496 Anchorage, AK99511-0496 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. Mark Begich Mayor Development Services Deportment Building Sefety bivision On-Site Weter & Wastcweter Program 4700 Elmor¢ Street P.O. Box/.96650 Anchorage, AK 99519-6650 v,/ww.muni.orq/onsif¢ (907) 343-7904 Well Drilling Pernfit Number: SW Parcel Identification Number: Pump Installation Log Date of Issue: Replacement Only: YES NO Legal Description Lot 6 Block 4[-1,, Rabbit Creek Property Owner Name & Address: Jim & Meghan Vanbrunt PO Box 232042 I Anchorage, AK. 99523 Pump Installation Date: 3/9/2009 Pump Intake Depth Below Top of Well Casing: 257 feet Pump Manufacturer's Name: Grundfos Pump Model: 15SQE10-250 Pump Size 1 hp Pitless Adapter Burial Depth: 14 feet Pitless Adapter Manufacturer's Name: Midwest C-6 Pitless Adapter Installer: Aarow Pump And Well Service Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: Recirc Comments: Pump Installer Name: Aarow Pump & Well Service LLC PO Box l10496,Anchorage, AK. 99511 (907) 346- 9355 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. To whom it may concern: I Phillip Castleman Licenced electrician with the State of Alaska have inspected the Orenco Systems located at 16546 Carl Street Anchorage, Alaska 99516 Control Box Model # VCOM-AX20B 1RAH DOC #EDW-WD-AX-42 and find it to be installed all current MUNI and State Codes. Phillip Castleman Lic # 301776 Expires 4/30/2010 Dated Apr 01 01 04:28a Bill & Lynette Brickwell 907-770-29,,',~ p.1 August 26, 2009 To whom it may concern: Regarding property described ~s: Lot 6A Block 4H Rabbit Creek Heights- The ~e system wiring has be~m installed according to the National electrical Code. Feel free to call wifla any questions regarding this ma~ ~ 440-9351 Thank You William Briclcwell- President, Briclc~e|l, lr~. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Westewaler Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Renewal Date Issued: Jun 19, 2008 Expiration Date: Jun 19, 2009 Permit Number: SW080684 Parcel ID: 020-551-20 Legal Description: RABBIT CREEK HEIGHTS BLOCK 4H LOT 6A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7941 VIOLA CIRCLE Owner Name: TODD ELMORE Lot Size: 26778 SQ. FT. Owner Address: 11661 FRANCES ELAINE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99515- 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. 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 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: ~- ~ /~'~ Date: ~Z~/~/2/0 ~ ~ . MuniciPality o.f Anchorage ;:..:,: .. ('~,~,~'~ :-~;.~?~'~'OevelopmentServmeS Departme~nt \k~"~421 Building Safety Division ~ On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Day phone ¢~ 7 - ,3~--b~d '-/~'~ Zip Code Zip Code Legal description (Sub'd, Block & Lot) ~- ..... .~ Legal description (Township, Section & Range) ~¢~c'q~ E/'?'~'~-~'/ Lot Size ~'~ '~7¢~ 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 [] 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: MUNICIPALITY OF ANCHORA GE Development Services Department On-Site Water & Waetewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Date Issued: Jun 18, 2007 Expiration Date: Jun 17, 2008 Permit Number: SW079118 Parcel ID: 020-551-20 Legal Description: RABBIT CREEK HEIGHTS BLOCK 4H LOT 6A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 794'~ VIOLA CIRCLE Owner Name: TODD ELMORE Lot Size: 26778 SQ. FT. Owner Address: 11661 FRANCES ELAINE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99515- 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. 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 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 thesame day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -ONSITE PROGRAM TO BE NOTIFIED A MINIMUM OF 2 HOURS PRIOR TO ANY INSPECTION. INSPECTIONS MUST OCCUR BETWEEN 8:00AM & 4:00PM MONDAY THRU FRIDAY. Received By: ~ Issued By~ Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 . www. muni.org/onsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) /~/~ Mailing address J J/~J (u_.~,lL~ J/~2. Site address ~/ ~/d Legal description (Sub'd, Block Day phone ~,~ ' ~-~ Zip Code q~-7~ Zip Code Legal description (Township, Section & Range) LotSize ~4/_.¢, , 7¢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 [] 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: J/~' Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORA GE Development Services Department 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 /WATER SUPPLY PERMIT Initial Date Issued: Jun 27, 2006 Expiration Date: Jun 27, 2007 Permit Number: SW060179 Parcel ID: 020-551-20 Legal Description: RABBIT CREEK HEIGHTS BLOCK 4H LOT 6A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7941 VIOLA CIRCLE Owner Name: TODD ELMORE Lot Size: 26778 SQ. FT. Owner Address: 11661 FRANCES ELAINE CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99515- This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] 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 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 ~ Issued By: 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ~:;)20-55~.20 Permit Number SW Property owner(s). Todd Elmore address (1) ~661 Frances address (2)_~{L~J ~J/OI/~ Day phone 250-7935 Zip Code Legal description (Lot, Block & Sub'd.) Lot 6A, Block 4H Rabbit Creek Hfs Legal description (Section, Township & Range) L0t Size o~,/~-'~ THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub. Swimming Pool Therapy Pool Site Location: 7941 Viola Circle Number of Bedrooms 4 [] Well Only [] [] . Water Storage [] [] Jacuzzi [] [] 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 of property owner or authorized agent) Permit Fees; Date of Payment: Receipt Number: (Rev, 12/00) PannoneEngineering Sewice, LLC PO Box 102954 Ancherage, AK 99510 ~ 272-8218 Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services, £LC Consulting Engineers (907) 272-s21g P.O. Box 102954 Anchorage, Alaska, 99510 (907) 272-8218 Fax June 21,2006 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 6A, Block 4H Rabbit Creek Heights S/D Well & Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to construct new well and septic system be issued for this property. The initial request was made in November of 2005. Your department issued five comments concerning the initial submittal on December 15, 2005. On dune 19, 2006 your department issued two additional comments concerning the revised submittal. I will address those comments in this letter in the same order they were presented. Comment: six inches of topsoil and seeding required. Response: The detail was modified to show six inches of topsoil and seeing. It is attached. Comment: The proposed system falls within the 30-foot radius of TH 1. The system must be designed to meet the conditions found at TH1 or the engineer can make a statement explaining why TH 1 results do not need to be accounted for. Response: TH 1 had a percolation rate of 21.8 mpi and water monitored at a depth of 3.3 feet below the disturbed ground level. The soil log was performed when the lot was undisturbed. After the soil was logged and percolated, the Developer removed the organic layer. Water monitoring was performed after the organic layer was removed and was found to be 3.3 feet below the disturbed surface, or there is 3.3 feet of unsaturated native soil that can be used for development. TH2 had a percolation rate of 48 mpi, and water was monitored at a depth of 6.3 feet below the ground level. The ground level was on top of a 2.5-foot thick layer of fill, over a one-foot organic layer, on top of brown silt. The top of the accepting soil is 3.5 feet below the ground surface. That leaves 2.8 feet of unsaturated native soil for the development of the septic system. Page 2 of 3 The ground water level is similar in both test holes. The design is based on the most restrictive data available (test hole 2) and provides for a larger system, and a larger separation to ground water, while still utilizing a minimum of two feet of native unsaturated soil as the accepting soil for the effluent. The data from TH1 would allow a small system to be installed. Using the data from TH2 will give the Developer a better operating system that will last longer and still meets the requirement of the Code. Design Elements The proposed systems will serve a four-bedroom single-family house. Currently the lot is undeveloped. The proposed well location is in the northeast corner of the lot, over 100 feet from the proposed septic system. There are no septic systems within 100 feet of the proposed well location. 1. Soils. Two test holes were excavated and logged. See the attached soils logs. Each test hole had a percolation test performed. Ground water was observed originally at a depth of 4.7 feet in the test hole during water monitoring this fall and rose to a level of 3.3 feet below ground level during the spring high water event. Additionally, there are two test holes on Lot 7A, Block 4H that have water monitor tubes. These tubes were monitored during the spring high water event and it was found that the water rose to a level of three feet below ground level in these tubes. Bedrock was not encountered in the test holes. It is my opinion that the overall soils appearance of the soils, an application rate of 2 gallons/day/square feet should be used using an advanced treatment system. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: 21-48 Min Per Inch 2 gpdpsf 4 600 gallons per day 300 sf -1.0 feet (bottom of field above ground} add three feet of sand to obtain clearance from tight soils. 0.5 feet 15 feet 0.0 20 feet 20 feet 300 sf 1500g steel tank w/Advantex AX20 Pods C:\Work\Letters\6A-4H Rabbit Creek Hts.003.doc Page 3 of 3 3. Surface Water: There is no surface water within 100 feet of the proposed system. There is a drainage ditch along Carl Drive that is considered to be surface water by the MOA. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. The ditch along the south side of Viola Drive carries water during storm events. A one-foot thick layer of gravel will be placed in this ditch. 4. Topography: The average topography in the area of the proposed septic system is approximately 19 percent based on the topographic data provided from the land surveyors. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Letters\6A-4H Rabbit Creek Hts.003.doc .0:swg5 DESIGN DRAWING P.I.D. NO: 020~551-20 WASTEWATER DISPOSAL SYSTEM LOT6A BLOCK 4H RABBIT CREEK HTS S/D, .~"' LOT UNDEVELOPED NO WELLS OR SEPTIC~ W/IN 100 FEET ~ ~, ~GROUNDWATER ~ ~=~~,~ ~ ~ ",~ IN ~ LOTDE'tELOPED 3~"~L J ~ ~ ~ ~ ~ ~ ~ NO WE[ LS OR SEPTICS 5/20/061~ ~ ~ ~ ~ ~ ~'(~/ W/IN10)FEET ST~S.T.~TAN~ ~. ~ ~'0~ ~, ~JI ~ ~SC,A~S~~~ ~, ~ ~f/ ~ W~O~.~E~ BED 20LFx 15' WX 0.5 ED~ ~ ': ~ ..~_ W/IN 100 FEET T~ ?~ ~ ~ ~"~ ~oJ ~, ~OPOSEDRESERVEFIELD~ ~ ~/ ~[- ;EX ' ~ BED20LFx15'Wx05ED ~ ~ ~' ~ ~ ISTG DIT :H-LINE t ~ ~ ~ ~' ~ ~ ~ ~ DURING STC RM~S ~ I . ~ / ~ ~ i O PROPOS~DFIELD. ~--.~'~'~l~.~ ~ NOTES: 3) Maintain 10' sepa~tion to all lot 5)Contour data from field ~ 1) All wo~ shall be peEormed in lines and water lines, unle~ noted su~ey conducted September .............. 7~** ac~rdance with AMC15.65. othe~ise. 2005 by Gastaldi Su~eys ~ ~ 2) Materials used shall be in 4) Lo~ se~ed by pd~te ~ter ~ ~ accordance with those specified 'in systems. No wells within 100' of ~,.~;~~ ............... ~ AMC15.65, Waste~ter Disposal, proposed system. .................. ~ PREPARED FOR: PANNONE ENG. SVC, LLC ,. o. · ' ANCHO~GE, ALAS~ 99510 ~- ......... _,~ ~-- Anchorage, AK 99515 227-3522 P, 272-8218 Fax ~~ 250-7935 DATE: 5-25-06 · 1~-I PLAN SCALE: 1 "=50' PERU~T.O: DESIGN DRAWING DETAILS P.~.D..O: 020-55~-20 WASTEWATER DISPOSAL SYSTEM LOT6A BLOCK 4H RABBIT CREEK HTS S/D, , ~ ~.,,,,~,~,~.~%~.,,,,&,.,,,~ M~ ~ ~ PREPARED FOR: PANNONE ENG. SVC, LLC ...~ ~ ~ ' P.O. BOX 102954 '~%. ~a , .~.~ Todd Elmore ~e~ ~' ........ ~ Anchorage, ~ 99515 227-3522 P, 272-8218 Fax ~ ~2~ 250-7935 DATE: 5-25-06 I DETAILS a ~ SCALE: NTS PERMIT NO: SW06 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 6A BLOCK 4H RABBIT CREEK HTS S/D P.I.D. NO: 020-551-2( OPTIONAL 120 64 DiSC DESIGN CALCULATIONS Number of Bedrooms - 4 Total Bedrooms -4 Design flow- 150 gal/bt/day, Total flow - 600glday PREPARED FOR: Todd Elmore 1166 Frances Circle Anchorage, AK 99515 250-7935 TANK SIZE: 1500 gallon Advantex tank SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Perc Rate= 30-60 rain/inch Application Rate= 2 GPD/SF Size Required= 600 GPD/2 GPD/SF = 300 SF Use bed, 0.5' effective 20' Long by 15' Wide 20 LF x 15' x 0.5' = 300 SF Total PANNONE ENG. SVC. P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX DATE: 5-26-05 NOT TO SCALE CALCS PERFORMED FOR: LEGAL DESCRIPTION: OR GM GM BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Todd Elmore DATE PERFORMED: 8-11-05 LOT 6A, Block 4H Rabbit Creek Hts S/D TOPSOIL Brown Silty GRAVEL Silty GRAVEL W/Slit marbling SLOPE WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -0-' DEPTH TO WATER AFTER MONITORING? DATE: WATER MONITORING DATA DATE DEPTH TO WATER 8-11-05 DRY 10-8-05 3,4' 10-15-05 3.8' 4-15-06 4.6' 5-'1~06 3.8' 5-7~06 3,7' 5-14-06 3.4' 5-16-06 3.3' 5-20-06 3.4' SLOPE TH 1 4-16-06 15:49 16:19 30 6 1/8" 16:19 --- 4 3/4" 16:49 30 6" 16:49 17:19 30 6 3/8" I 3/8" PEROLATION RATE 21,8 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BE'i'WEEN 5 FT AND 6 FT NET DROP COMMENTS: Test hole excavated by Owner, Test Hole was presoaked before perc test, PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Todd Elmore DATE PERFORMED: 5-20-06 LEGAL DESCRIPTION: FILL- Poor¥ FILL graded Gravels GP O~ganics/Root OR mess GM Brown SILT Grey Silty GM/ GRAVEL to GC Clayey Gravel ML Brown Silts Damp @ 15 Water LOT 6A Block 4H Rabbit Creek Hts S/D SLOPE TEST 7 WAS GROUND WATER ENCOUNTERED? Yes IF YES, AT WHAT DEPTH? -15 DEPTH TO WATER AFTER MONITORING? ~ DATE: ~ SLOPE TH 2 X 3 3/4" 518' PEROLATION RATE 48 (min/inch) PERC HOLE DIAMETER 6 inchee TEST RUN BETWEEN 4 FTAND 5 FT COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test. PERFORMED BY: Steven R. pannone~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM DATE: June 26, 2006 TO: FILE FROM: Deb Wockenfuss Engineer II, On-Site Water Wastewater Program SUB J: RABBIT CREEK HEIGHTS BLOCK 4H LOT 6A THIS PERMIT APPLICATION WAS DISCUSSED WITH RON THOMPSON AND DAN ROTH (ONSITE MANAGER). AN ADDITIONAL TESTHOLE WITH GROUNDWATER MONITORING AND PERCOLATION TEST WAS SUBMITTED BY STEVE PANNONE. I HAVE BEEN AUTHORIZED BY DAN ROTH TO APPROVE THIS PERMIT APPLICATION FOR AN ADVANTEX WASTEWATER TREAMENT SYSTEM. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEENAY[U.,N~.CIPALITY OF A.hkCHORAGE THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this ~'4 Dayof C~'~>¥{,(.}5'~ _of2~?~,byandbetween/¥~[~v~,]} ~?0,..~'/- herein the ~'OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ~ ~::C~[t _g,tt located at}'~;[~r)~?:[ ([,~i~,~(i., ~¢'>.> "'~£it~ [-~(,~)t/k ,Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65· These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ~'(247}i ($~.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to the new owner or transferee of the property. 5. Alterations~ Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: ~' ~{'~ [~(~{ C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nomvaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandmn of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum o~Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes or,my amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severabilitv. Any provisions of this Memorandmn of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By ..... ~ Date: ~- -7 - c.2~ ~ STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: Thq [oregoing instrument was ac,kcowledged before me this ~.! day of Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 1. GENERAL INFORMATION Complete legal description Rabbit Creek Heights Block ch Lot 6a Location (site address) z6~;46 CARL STANCHORAGE AK Expiration Date: Current Property owner(s) Jim 8, Megan Van Brundt Mailing address PO BOX 2-~2o42 ANCHORAGE AK Lending agency Mailing address Day phone Day phone Real Estate Agent Mailing Address Day phone Unlesso~e~isereques~ COSAwillbeheNbyDSD~rp~kup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class __ Public Water System Well TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspectior~, the.on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordin~ances, and regulations in effect at the time of installation." Name of Firm Pannone Engineering Services, LLC Phone 272-82~-8 Address P.O. Box :~o2q~;6, Anchorage, AK ggq:~o Engineer's Printed Name Steven R. Pannone; P.E. Date Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. PES can therefore not provide any warranty for future ,,, performance nor give any estimate of how long the system will continue to meet the operational ~.. requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. 5. DSD SIGNATURE ~ Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory . Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Rabbit Creek Heights Block ~h Lot 6a If A, B, or C provide PWSID # __ Sanitary seal (Y/N) Y Cased to :L76 ft. FROM WELL LOG 0 ParcellD: 020-~[-20 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) :Lz, Legal Description: A. WELL DATA Well type Private Date completed ~128/2ooq Total depth :L76 ft. AT INSPECTION NEW g.p.m, g.p.m. Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform o colonies/100 mL Arsenic: ND ug/I B, SEPTIC/HOLDING TANK DATA Tank Type/Material AN(:. Tank Fiberglass Tank size ~5oo gal. Foundation cleanout (Y/N) Y Date of pumping C. ABSORPTION FIELD DATA Date installed mol:LSl:Loo8 Length Totar depth~A ft. Date of adequacy test __ Nitrate z.=~q mg/L Date of sample: 71~o/2oo9 Fruid depth in absorption field before test NEW in. Elapsed Time:__ min. Final fluid depth _o in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) ft. Width 1~ Eft. absorption area 300 ~ Results (Pass/Fail) Soil rating (g.p.d./~ or ft~/bdrm) :L.o Date installed :Lo1~8/~oo8 Number of Compartments 2_ Cleanouts (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Pumper NEW CONSTRUCTION System type Shallow Bed ft. Gravel below pipe 04 ft. Monitoring tube Y Depression over field N PASS For A bedrooms Water added gal. New depth in. Absorption rate >= 600 g.p.d. If yes, give date Other bacteria 89 colonies/100 mL Collected by: Brian Wille D. LIFT STATION Date installed :[ol2QI2oo8 "Pump on" level at +/,o in. Datum BOTTOM OF TANK E. SEPARATION DISTANCES Size in gallons 2~;o "Pump off' level at +=16 in, Cycles tested NEW SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot ~77' Public sewer main NIA Sewer/septic service line ~o~' Animal containment areas ~oo+ Manhole/Access (Y/N) Y High water alarm level at Meets alarm & circuit requirements? Y in. On adjacent lots ~oo+ On adjacent lots ~oo+ Public sewer manhole/cleanout N/A Holding tank NIA Manure/animal eXcrete storage areas ~oo+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~2.8' Water main N/A Wells on adjacent lots ~oo+ Property line 2~.~' Water service line ~o+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~z.o' Water Service line ~oo+ Curtain drain NONE KNOWN F. COMMENTS Building foundation 67' Surface water ~oe+ Wells on adjacent lots ~eo+ Absorption field 7o' Surface water ~.oo+ Water main NIA Driveway. parking/vehicle storage ~.oo+ G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone, P.E. Date ~~ COSA Fee $ Date of Payment Receipt Number (Rev. 11/05) Date of Payment Receipt Number b,~l L I. Lgo~ OT" 5uRInsuoo Je6z~-eN I, l. LgO\ sqop go0~~ el!_-I