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Home My WebLink AboutGUDVEINA ESTATES LT 3Gudveina Estates Lot 3 #017-161-06 Municipality of Anchorage I' Development Services Department Building Safety Division +• - On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Boz 196650 Anchorage, AK 995196650 Page of www.6anchorage.sk.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW060073 PID Number: 017-161-06 Ra.. RICK Beighle Wastewater System: Q New [3 Upgrade Aaaress 15420 Blair Vw. Cir., Anch., AK 99516 ABSORPTION FIELD Phata 349-9946 N=bw of e•diwnts 5 ¢ D«p T—h O sterno.. Tnwwt p Baa p Manta ❑ otw LEGAL DESCRIPTION B"'"^^° Tp DWh han atpatai praaa 0.927 av . Gpnxtt 8 Ft. 131� La3 s�*nGudveinaEst. oeahMOmWtwnbwtton" aaa crwwbapmbwawnPw 2.5 Ft. 5.5 Ft Tpmnow RAW swan Ful apw abpva alpha paaa Gravy Lanph 0.57'-0.98 Ft. 74 Fi. Well: 21 New El Upgrade Graves Nu.be Doha Data¢. bemeat rae Z Ft. Z 11 Ft cavaraton tPMaa, A B. CI Taal Dam caeca b Taal abawpan ares Ppe Maenal Private 120 Ft. 120 Ft 809 Fit D3034/Sch40 [> u Dae DnYsa Stow Waw Lav^ In.taiw Data Nsonaa Heftv Drillinq, Inc. 6/19/06 54 Ft Rich Beiqhle 8/21/06 nal' Pump sa a c...q Haynt wba.. rrwta TANK 37 GPM 108 Ft. 2 Ft SEPARATION DISTANCES 63Septic []Holding OS.T.E.P. ❑Other. To Septic Absorption Litt Holding ubbrJPnPate atlww apaub From Tank Field Station Tank Sewer Line Anchorage Tank 000 Gad W«s 100'+ 100'+ 100'+ NA 251+ Mawal Steel N t w a canpanmwaa 12 Bwtauwaw 100'+ 100'+ 100'+ NA LIFT STATION ate xiww `a`a" 5'+ 10'+ 5'+ NA V 2000 Gal Anch. Tank/Orenco 'Poop an, tovw a 'Pump on bvel at hQh waw a..a Fa ^0e °" 5'+ 10'+ 5'+ INA 44" in 42" ti 4$ in �^•^a•^ NA 50'+' NA NA Punp Maks a MWa ;w""4C040,,,'/LNP Ebarrai baPeatwa pwtwmaa by Jeff Poulsen RemMs 'None known BENCH MARK L«.•n rw o..oww, Patio Door Sill scan.' uvaiun 100 Ft Engineer's Stamp Inspections performed by: KND Engineering, Inc. Dates: 1" 8/17/06 2ne8/21/06 1�� ,� OF A Development Services Department Approval c�:••• '•00f'�� /*r4 H Conditional Approval Date: `• a•:aa ,�•••• •••• • • On , t � 4-17`08 If449F40''.....`••. Reviewed and approved by: N • Date: ��a AS -BUILT SYST E /SITE PLAN GUDV SIIBDIVISIO ,LOT 3 r DECK 2\STORY 2n 5 BEDROOM \V/ SFR \ o -7 LOT 3 TBM PATIO 75.676SFt DOOR SILL / B ABBREVIATIONS: BOH - BOTTOM OF HOLE CO - CLEANOUT FCO - FOUNDATION CLEANOUT MT - MONITORING TUBE MH - MANHOLE SWINC-TIE CHART A-1-23.70 A-472.59 B-1-44.30 B-4-49.54 A-2-54.26 A-5-77.67 B-2-31.12 B-5-63.40 A-3-63.98 0.5' �\ B-3-50.92 .,, 'SLW-R ROCK — TRENCH 2 -'^ 2000 GAL: S.T.E.P. Ar `S, OF AL` S I I S / wa Ar �bFESS1GN I SID E Dp61 06 > it d.SW 60073 GRAVEL D/W 3 \ W Wim- TH06-2\ SEE 'SECTION" THIS SHEET. „M1� nia 99.15 99 59 TYP. GRAPHIC SCALE 0 15 30 SCALE: � na.roe r� 99.79 / � CINNL 4,(PUL �./\ FINAL CRADE I' ` FILTER FABRICANSULATION IT- - -- VARII FILTER FABRIC NSU ATIN �VscTEj? .R 15420 BLAIR VIEW CIRCLE a° ANCHORAGE. AK 99516laULLMA e 96 .3 c.. •._: . 96.33 0.5' �\ EL V s 3 .,, 'SLW-R ROCK — TRENCH 2 -'^ SEWcR ROCK - TRENCH 1 ASBMT- NA DATE: 09/27/07 ` . 5 DWc 90.6s �? na.roe r� 99.79 S VARIES .5, .5, SECTION i 37. 1 / � CINNL 4,(PUL �./\ `+��• TRC FILTER FABRIC NSU ATIN �VscTEj? .R 15420 BLAIR VIEW CIRCLE a° ANCHORAGE. AK 99516laULLMA e 96 .3 c.. •._: . 96.33 C EL V s 3 .,, 'SLW-R ROCK — TRENCH 2 -'^ STAR -c: NA CNEacD: KMD ASBMT- NA DATE: 09/27/07 ` . 5 DWc 90.6s �? S VARIES .5, .5, SECTION i 37. 1 SCALE: NTS PAGE 1 OF 1 IND GROUND WATER ENCPIMTERED)0I PREPARED FOR: RICH BEICHLE �VscTEj? .R 15420 BLAIR VIEW CIRCLE a° ANCHORAGE. AK 99516laULLMA e FIELD BOOKS CommTED: EL V s 3 SOUNomr. 07-2. 1 DRAWN: KI STAR -c: NA CNEacD: KMD ASBMT- NA DATE: 09/27/07 yeq AC wsn°Tj° DWc ACAD N': 04-072 KND ENGINEERING, INC. 20441 PTARN1IGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Rich Beighel Date Performed: 8/17/06 Project: Gudviena Estates, Lot 3 TEST HOLE u 06-2 Depth (Feet) SEE ATTACHED SITE PLAN 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- Org/OL SP/gp w/ cobbles (1.2 GPD/SF) SM/gm SP w/ occ. cobbles and trace of silt (12 GPD/SF) B.O.11. FERC PERFORMED AT CONSTRUCTION PER MOA PERMIT REQUEST HOLE PRESOAKED PRIOR TO TEST FOR HOLE LOCATION Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NA Date? NA Reading Date Gross Time Net Time Depth to {Vater Net Drop 1 8/18/06 1:00 6" - 2 1:30 30 min 414/16" 12/16- 3 1:30 414/16" - 4 2:00 30 min 314/16" 1" 5 2:00 314/16- 6 2:30 30 min 213/16" 11/16" ' Water Added Percolation Rate 28 (min/ in) Perc Hole Diameter 6" Test Run Between 5.5 feet and 6.5 feet 1, Kenneth NI. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. :54a Well Log .'l.:,i •. •• .�� Ihelhnp sta,Iot.20.06(•...... L+rd;Vo,19 :2006 i„�+B.„om:h. \ulwlia•.,:.v..OL(1('I: LUT P. n(.mny U.....•r Vm,r R:,aMlnay Rich Beigghel knehorage Gudveina Est. 3 500 W Circle 15420 Bair View Circle (site) Anchorage' Ak. 99516 Ntcnolw, 'loa•uslnl, _ rtancc _ 'Um"W1 i, or _ i of %, or Y, BOREHOLE VATA(from top of casing))cpat I Unlln.g nmrlxxl: (X) AWvotary. I I ('ahlc tnd. Odtcr • I Type. Color \ MenhAb hrnm .' o \\'ell u.e: 1 11'uhhe xu Ip, PP (X ) Domc.11c. Other p.2 stickup I 0 2 ` Dcn(h of' hole: ....120._ Il, (5„iny svckor: --- 2 _..- V, - �-- (•asnq: lype: Steel 'I hwkn.:.•: .250 inches overburden I 2 4 (a.;iny?rumenr. 6 indtc, ra.int•tkplh: 120 n 4 15 Lllter lvpt': .._- t)i:u,Kler' nKhh Ilrptu:_. __1} sand & gravel \ta4ie Mutt. (from top of casin(.,. 54_ ti on 06' 19. 2.006 . Punq,im Irvcl S yml(I: Ii:c1 uric? hour, at t•p,n 1(ecovery rate: 37ni. (dcthod or testing: airlift - — silty sand & gravel is 17 Utrorluptncnl In thud: _.._c'ii(lifL_— Dor:nion: _1 hour _ wet silty clay w/ gravel 17 23 Well intake olxsnnc ppe: ( X 1 Upon cnd. I I Open hole. Other %creened: Start.. _ _.. It. SmnlKd It silty clay w/ gravel 23 90 Sercco 1.T.•: _. _. sl.,,,,,„rl,,:,,•. _ -- _ Pcrli.rn.d: Man•_ 11. \lopped• I: - moist clay w/ gravel 90 t 93 i s;an:...- --- _ Ii. Slopped: _ .. ' _ 1I INow ................ . •. t. . -� wet clay w/ gravel 93 98 limen t!r bentonite _ voltnnc .- l),plh: linen ground surfa5,e . r.. _ 20 (; clay w/ gravel & little H2O 98 1102 Pu???pintake depth: -._• It r,1111111 cite: ---. _ hp. Brand name:,_ wet clay w/ gravel 102 108 w;'% Mcli d—ri ect tl upon con,plcdou.' I X) 1'cs. ( ) 1n Mtd,t,dofd:x.nrvclinn:Calcium..Hypochlorite.(Chlorine)- 1 coarse gravel w/ H2O 108 120 miller cunimentn' ttimaitn rs:.........................................................` _........................................................................................... _ • I 0..11 drill v' uauw:. Johnny.xay_.._.... ._..._.. _ He Drilli Inc. gradin- address: -.3540 Akula Dr. (,;I%: -.Anchorage ~tate: XK Zip 99516 I hone nuu,lwr: ( 907 ( 345- .0593 fsy1345—i700 II Orillel\ signatutc: — Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wnslcwatcr Section 47QO South Bragaw St. N.U. Rax 196650 Anchorage. AK 99519-6650 www.muni.orgfonsite (907) 343-7904 Attention: Property owner shall provide a well log to the DSD within 60 days of well completion. Perm): Nu01her.SWO60073 D:ucurh;,tc:-Mayffil./20 7...1fi1 06—. 1•ar,"o IdcnnNumber: umber: I. ,sell lacatnl at :R,nms•t'd nennn laannnc� (vl Yc, ar t 1 No 04/30/2007 15:26 FAX Livingston Slone LOGTgrc_ IZ002/002 PU,P TYP�Et -Sc . GZw� ev-5 / h C MAKE Mao¢ 'ID SQF_�y 1`10 sonA. t PU"V 9 (o ( (c 010 MOW DROP TIM TWO IJ��C S•... I �,Tnu.�I/� �1 PowgR rare TIP. (fW"ac EIUVICAL. W4I � WAI" TAJOL silo �"� - �� L4, M !LI�p�. VCLL CASHM 500 �1 P 1 NO. T,Po ) CASED r- Fn l J 1 To Q srwx'111 TIM �S�Pz l QhCk CI0.0 Te d'EH "Mr. r w �' To (��.'1.�,' i tics _�-CI_ •.. September 20, 2007 ArcTerra Engineering and Surveying, INC. 212E51sAve Anchorage, AK 99516 Re: On -Site Water and/or Wastewater Permit SW060073, Building Permit 06 0322 Attention: Brent M. Western This letter is to acknowledge that the electrical installation of the STEP septic lift station at 15420 Blair View Circle was completed by me. - Jeff�oulsen Electical Uoencse Number MUNICIPALITY OF ANCHORAGE OP Development Services Department On -Site Water 8 Wastewater Program r� \ 4700 South Bragaw Street y P.O. Box 196650, Anchorage, AK 99519-6650\�t (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO60073 Legal Description: GUDVEINA ESTATES LOT 3 Date Issued: May 01, 2006 Expiration Date: May 01, 2007 Parcel ID: 017-161-06 Design Engineer: 0070 KND ENGINEERING Site Address: 15420 BLAIR VIEW CIRCLE Owner Name: RICH BEIGHEL Lot Size: 75676 SO. FT. Owner Address: 6500 W. CIRCLE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q 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. 5. The following special provisions. Engineer needs to do an additional percolation test during construction of septic field. The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. Please submit stamped and signed results with the As -built Inspection Report. Received By. Date: Issued ByUl= Date: 1 44. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage,Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Nt4 — I ( f I -NO Property owners) RICH BEIGHEL Day phone 562-2058 Mailing address 6500 W. C Site address AK ZiD Code 99516 Code99516 Legal description (Sub'd., Block & Lot) GUDVEINA ESTATES, LOT 3 Legal description (Township, Range & Section) Lot Size 'f6—ltq(r Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms 5 THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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. of property owner or authorized agent) v Permit/Rush Fees: $635.00 Waiver Fees: _ Date of Payment: ab Date of Payment: Receipt Number: 911eVie f_ Receipt Number: (Rev. 11/05) IKIND ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 11 / FAX (907)696-8111 April 26, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New sewer/well permit— Gudveina Estates, Lot 3 Gentlemen: The owner has requested we proceed forward to obtain a septic and well permit on the subject lot. On April 11, 2006 one testhole was performed for the proposed system. The results of this test are attached. The general slope of this lot is from east to west at grades of approximately 2-15%. We have designed our system utilizing the existing testhole that was excavated for the proposed 5 -bedroom house. A weighted average application rate was used for the T SM layer and the 3.5' SP layer. The lot will be served by an individual well, located on the northwestern portion of the lot. We propose to install two 2' wide deep trenches. Water was not encountered during the excavation or at monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 / FAX 696-8111. Respectfully submitted, END Engineering, Inc. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test Owner/ Contractor Specs WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLA r1 mT II-TL'A E'CTATC'C` 1 nT 4 NO PUSLTC WELLS VITHIM POD' 13F PROPOSED SYSTEM NO PRIVATE WELLS WITMIN POD' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN PDO' 1r PROPOSED WELL EXCEPT AS NOTED. .,a-ftb\\ �Q`�...... ..�`QS ` ter' 1 �or 1 ...` .. de'w V ss10n'e'w ' DESIGN DETAILS 5 BDRM X 150 GPD - 750 GPD 750 GPD/.927 (WEIGHTED AVG) GPD PER So. FT. = 809 SO. FT (809 / (2' (W) X 5.5' (D)) (5.5' GRAVEL) = 73.5 FT. TRENCH USE 2 TRENCHES - 37' (L) X 2' (W) X 5.5' (D) Total depth of system Is 8.0' from original grade. Total depth of gravel below distribution pipe Is 5.5' . NOTES, 1. INSULATE TRENCHES & TANK WITH 2' HD BURIAL FOAM. 2. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 3. ADDITIONAL FILL WILL BE ADDED OVER TRENCHES TO ACHIEVE MIN. 2' COVER & 3' COVER OVER TANK WITH INSULATION. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS & SEPTICS, LOT LINES, EASMENTS, ETC... PREPARED FOR, RICH BEIGHEL 6500 WEST CIRCLE ANCHORAGE, AK 99516 562-2058 FIELD BOOKS DD'X'DA r. Bou STAKING: OWN AmuLr ASB DRa FLE ADHD FIE, FILE CONFUTED. DRAM: VBG o'EO'M- KMD DATE' 04/26 am: 3138 ADD N': 04072 Scale, 1'= 100' PAGE 1 OF 2 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 111 FAX WASTEWATER DISP❑SAL SYSTEM DETAILS GUDVEINA ESTATES, LOT 3 PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN 1. RESIDUAL HEAD = 5' 2. HOLE SIZE = 3/16' = 1.00 GAL PER HOLE 2 30 PSI 3. 30 GALS (PUMP DELIVERY) /1.00 GALS/HOLE = 30 HOLES 4. 74 LF LATERAL/30 HOLES = 2.4 SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS -ft �F...�95 1 i �. Lce:nr+ern r. uu u % C/E/-7118 % / `. ... .................. 1 R�Fesslod� �z_� PREPARED FOR, RICH BEIGHEL 6500 WEST CIRCLE ANCHORAGE, AK 99516 562-2050 FIELD BOOKS Mm' SOUN[ 6TA�- STAKII AT-' ASBUIi Orb. RE: ACD "FILE cwwim DRAM: "Olm- CHE DAM DAT tlt& GRII Joe " : JOB R Scale: 1'= 50' PAGE 2 OF 2 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 OF A"4%11 1 KND ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Rich Bethel Date Performed, 4/11/06 Project: Gudviena Estates, Lot 3 TEST HOLE tr 06-1 Depth (Feet) SEE ATTACHED SITE PLAN 1- MOrg/OL FOR HOLE LOCATION SP/gp w/ cobbles (].2 CPD/SF) SM SP w/ oce. cobbles and trace of silt (12 CPD/SF) B.O.1 f. 1IOLE PRESOAKED PRIOR TO TEST Was Groundwater encountered? NO What depth? NA Depth to water after monitoring? NO Date? 4/25/06 Reading Date Gross Time Net Time Depth to Water Net Drop 1 4/14/06 1:00 6" - 2 1:30 30 min 51/16" 15/16" 3 1:30 51/16" - 4 2:00 30 min 4 5/16" 12/16" 5 2:00 45/16" 6 2:30 30 min 39/16" 12/16" • Water Added Percolation Rate 40 (min/ in) Pere hole Diameter Test Run Between _ 6 feet and _7 feet 1, Kenneth hl. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. KIAD ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 696-6111 / FAX (907) 696-8111 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES AND MATERIAL SPECIFICATIONS LEGAL DESCRIPTION: GUDVEINA ESTATES, LOT 3 GENERAL: 1. The scope of this project includes the installation of a septic tank and/or drainfield to serve a singlrfamily residence on the referenced property as delineated on the attached Municipality of Anchorage (MOA) permit and site plan. 1. Construction shall be in accordance with the approved site plan and design drawings; MOA permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 1. KND Engineering Inc (KND) assumes no responsibility of the accuracy of the as -built survey provided by the owner or owner's representative. 1. The owner or contractor is responsible to notify the engineer of any discrepancies noted on the design plans or drawings prior to commencing work. These discrepancies muld be, but not limited to, possible encroachments, surface water, varying soils, unplatted easements, types or use of dwellings on or adjacent to property, nearby public wells, etc. 1. The contractor shall be responsible for locating any necessary underground utilities, easements, property lines and surface water. The owner and/or contractor shall ensure, if deemed appropriate, that a registered land surveyor prior to construction flags all setbacks. 1. The contractor shall be responsible for verifying all pertinent separation distances and component layout. 1. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 1. The MOA Development Services Department On -Site Water & Wastewater Program must certify contractors installing wastewater disposal systems. Owners installing their own systems must also receive prior approval from said MOA Department. SEPTIC TANK / HOLDING TANK / LIFT STATION INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 1. The septic tank shall be sufficiently bedded with proper material and compacting to prevent damaging, settling or shifting of the tank. 1. All standpipes on the septic tank shall extend a minimum of 12 inches above the final grade. 1. Septic tanks installed with less than 4 foot of cover shall be insulated. The contractor will ensure that the fill over the tank does not exceed the burial depth rating. 1. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 feet from the tank. The second cleanout, in line, shall be to clean toward the septic tank. 1. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. Page 1 of 3 Reference: Gudveina Est., Lot 3 Date: 04/26/06 Page: 2 of 3 7. All H.D.P.E. tanks shall have a vertical length of 4 -inch perforated drainpipe besides the tank extending to the bottom of the tank to above grade to monitor ground water. 8. All tanks shall be anchored when there is not enough adequate soil cover to resist buoyancy forces in high -groundwater areas. 9. All holding tanks and lift stations shall have an audible and visual alarm inside the residence. 10. All lift stations shall be wired in compliance with the Uniform Electrical Code and all MOA guidelines. 11. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code. The contractor is solely responsible for the abandonment procedure. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavaction become smeared, they must be raked or scratched (roughed -up) before gravel (sewer rock) placement. 1. Once the sewer rock is installed, the distribution pipe is installed level with the perforations facing downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 1. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 1. Monitoring tubes shall be four- (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 1. Backfill over the final gravel layer must not be less than twenty-four inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. 1. All advanced technology waste water disposal systems (Advantex, Biocycle, Intermittent Dosing Sand Filter, etc...) shall be constructed, installed, maintained and monitored per manufacturer's specifications and MOA requirements. MINIMUM MATERIAL SPECIFICATIONS: 1. A MOA approved septic tank manufacturer must construct any septic tank proposed for installation. 1. The following pipe materials are MOA approved for use in septic system installations: Type of Pipe Perforated olid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes 1. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 1. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 1. A permeable nontoxic silt barrier (Typar 3101, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 1. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 37o passing the 71200 sieve. If deemed necessary, a sieve analysis should be performed. 1. When sand is being used as a filter material, its gradation specification must conform to current MOA or DEC requirements. Reference: Gudveina Est, Lot 3 Date: 04/26/06 Page: 3 of 3 INSPECTIONS: Typically there will be three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the sewer rock, distribution lines, standpipes, and cleanouts, but before the placement of the silt barrier, insulation, or any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. The inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contract with the contractor to perform the work outlined in these specifications and attached plans and in accordance with the attached MOA permit. All materials, components, and construction practices shall comply with the MOA's and the State of Alaska's latest ordinances, regulations, or policies regarding wells and septic systems. The failure of the inspecting engineer to notice a material or construction non-compliance does not relieve the contractor of his/her responsibility to correct such deficiency. There will be no contractual arrangement existing between the contractor and KND Engineering, Inc. KND shall be the owners representative and will inspect the work as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the MOA. KND shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. KND's inspecting engineer will not be responsible for the construction means, methods, and techniques, sequence, procedures or the safety precautions incident to this project. BY PROCEEDING FORWARD WITH THE INSTALLATION OF THE WATER AND/OR WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CONTRACTOR, AND WELL DRILLER ACKNOWLEDGES HAVING READ AND ACCEPTED THESE SPECIFICATIONS. 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.ok.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: KND ENG Legal description: GUDVIENA ESTATES LOT 3 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results Inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or Inadequate. _ ❑ Incomplete; missing ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils Information submitted. _ ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field.— E] Other. PLEASE CHECK DESIGN CALCUALTIONS PERC TEST SHOWS A PERC RATE OF 40MINIIN, WHICH SHOULD USE .45 GPD/SF. PLEASE SEE ATTACHED TABLE 3.8 "FALLING HEAD PERCOLATION TEST PROCEDURES". IF IN AREA VARY BY MORE THAN 20MINIIN PERCOLATION TESTS SHOULD NOT BE AVERAGED. Name of reviewer: JOE GOODALL Date: 5/1/2006 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK TABLE 3-8 FALLING HEAD PERCOLATION TEST PROCEDURE 1. Number and Location of Tests Commonly a minimum of three percolation tests are performed within the area proposed for an absorption system. They are spaced uniformly throughout the area. If soil conditions are highly variable, more tests may be reouired. 2. Preparation of Test Hole The diameter of each test hole is absorption systems or to the most surface, the sides of the hole are loose material is removed from the in. gravel are placed in the hole water is added. 3. Soaking Period 6 in., dug or bored to the proposed depths at the limiting soil horizon. To expose a natural soil scratched with a sharp pointed instrument and the bottom of the test hole. Two inches of 1/2 to 3/4 to protect the bottom from scouring action when the The hole is carefully filled with at least 12 in. of clear water. This depth of water should be maintained for at least 4 hr and preferably overnight if clay soils are present. A funnel with an attached hose or similar device ray be used to prevent water from washing down the sides of the hole. Automatic siphons or float valves way be employed to automatically maintain the water level during the soaking period. It is extremely important that the soil be allowed to soak for a sufficiently long period of time to allow the soil to swell if accurate results are to be obtained. In sandy soils with little or no clay, soaking is not necessary. If, after filling the hole twice with 12 in. of water, the water seeps completely away in less than ten minutes, the test can proceed immediately. Measurement of the Percolation Rate Except for sandy soils, percolation rate measurements are made 15 hr but no more than 30 hr after the soaking period began. Any soil that sloughed into the hole during the soaking period is removed and the water level is adjusted to 6 in. above the gravel (or 8 in. above the bottom of the hole). At no time during the test is the water level allowed to rise more than 6 in. above the gravel. Immediately after adjustment, the water level is measured from a fixed reference point to the nearest 1/16 in. at 30 min intervals. The test is continued until two successive water level drops do not vary by more than 1/16 in. At least three measurements are made. After each measurement, the water level is readjusted to the 6 in. level. The last water level drop is used to calculate the percolation rate. In sandy soils or soils in which the first 6 in. of water added after the soaking period seeps away in less than 30 min, water level measurements are made at 10 min intervals for a 1 hr period. The last water level drop is used to calculate the percolation rate. 5. Calculation of the Percolation Rate The percolation rate Is calculated for each test hole by dividinq the time interval used between measurements by the magnitude of the last water level drop. This calculation results in a percolation rate in terms of min/1n. To determine the percolation rate for the area, the rates obtained from each hole are averaged. (If tests in the area vary by more than 20 min/in., variations in soil type are Indicated. Under these circumstances, percolation rates should not be averaged.) Example: if the last measured drop in water level after 30 min is 5/8 in., the percolation rate - (30 min)/(5/8 in.) - 48 min/in. 41