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Home My WebLink AboutT15N R1W SEC 30 LT 46BOnsite File 11 �25N ':w?' ON � r i • Municipality of Anchorage • On-Site Water and Wastewater Program •(907)343-7904 Pa 043 ON-SITE WASTEWATER INSPECTION REPORT ✓44 Z Permit Number: 03 F17/1/ 7 PID Number: Q'57 Z ? (S 9' g( ?/e 4(e Dwelling: Single Family(SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑ New N7Upgrade Name: / , g ABSORPTION FIELD Address �.tw ,, Deep Trench C]Shallow Trench ❑ Bed ❑ Mound 5a CO s fffRe/iC1Q LP ❑ Other Phone �7+ Number of Bedrooms Soil Rating Total depth from original grade —01'r6e 3 A GPD/SF a Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot ,‘,. 4/ Ft. 4/ Ft. 4( _Fill added above original grade Gravel length Township�c / /,I Range Section Z Ft. y 7 Ft. /5/\/ W 3 Q Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2..5 Ft. — Ft. To Septic AbsorptionHolding Sewer Total absorption area Number of trenches Dist.between trenches Tank Field Lift Station Tank Line 3 '7 6** Ft2 / From ..... Ft. Well / - _ _ TANK $Septic 0 S.T.E.P. 0 Holding 0 Other � t7 t !Q� Manufacturer Capacity Surface Water l — — 4�{74oir406 '— 4(4 /do )Gal. �� -f �� Material Number of compartments Lot Line /D f /O 4: _ L / NA LIFT STATION ,t/4 Foundation /�� l��[, � ---. Manufacturer Capacity Curtain Drain vAik- ✓,V� — Gal. Remarks Pump on level at Pump off level at High water alarm at in. in. in. Pump make and model Electrical Inspections performed by Installer �/V PIPE MATERIAL House to tank aa&�,, Tank to l -�U,3� drainfield Q..rO.TL f � Drainfield 063 U i q CO/MT O j, cis Inspector ,A,/ .7A/ 0.4-i BENCH MARK (Assumed elevation) /�Q ft Inspection 1s` Z`/7 2^° ? Location and description AOR . IL dates: aro / `/ � 4m__(12.27// � V COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp r 4,01-v:11 Conditional Approval: Date :f `1 _ 4 'T� Approve tDate 2•-l 3--I aw Inspection Report_9-1-12.doc S Birchwood Loop Road 15' ROW I_ - Power Line - -- -- Existing Well -188 ° I Exist ng°W=ll '100 Slope Flat Slop- 10", Slope I 2'. Slope 2 ELL A T,verte Valve I B Septic New Trench \-:*i' Dco r.TH2ca/m New 1000 Gallon D Septic Tank Flat Slop w/ Double Cleanouts Shop No Decommissioned Old I Coiflicts PER SetUPC Tank No Bedroom 1 Restroom Old Trench Su rip Iivew•y Flat Slope c 0 Lot 46A Lot 46B I Nm W L L ) d 0 s Ce d N S 0 J 0 CO I DESIGN NOTES: AS—BUILT MEASUREMENTS A B DC01 22 24 STI 24 30.5 ST2 26.3 36 DC❑2 29 39 Diverter Valve 29.5 39 CO/MT 33 24 CO2 36.7 55.5 ,r°F..l T15N R1W SECTION 30 1' = 50' NORTHRIM *y�j9ai RECORD ENGINEERING - LOT 46B iI� PO Box 770724 - - LAYOUT Ea . Piton Alaska 99377 ' i. . ' WASTEWATER RECORD 907.694. 7028 /l711 UPGRADE SEPTIC °ot6/27/17 IsrOf 3 Foundation Cleanout Elevation @ 99.5' / Tank Cleanouts Elevation @ 95.5' Fin ^amide Opposing Cleanouts Between Septic Tank & Trenches 4 Foot Cover or Equal — Diverter Valve ,—Elevation @ 95.2' \`'L� levation @ 96' 1000 Gallon Steel \- Elevation @ 95' Mounded Cover To Match Terrain ' Anchorage Tank' Monitor Tube leanout East Elevation @ 99' I West Elevation @ 97.5' Original & Final Elev Filter Fabric ' . 4' +Insulation "� ; Elevation @ 95' F.:- '='=! !=!=! :_: :. .: 4' P. .:0;7 8' Effective Depth '= '='='`'`'`' Drain Rock . ! ! �=� �- Elevation @ 91' ' 11-41- ! ' i • Q - ;_ !..if.:.__� �_�_ TH lElevation ' ; . 25 2.5' ='P\�• *•V TRENCH END VIEW T15N R1W SECTION 30 NOR THRIM ��;4s �. ENGINEERING • -.7:- - -: SEPTIC TANK PRDEILE LET 46B 772.37 Bear Pow Circle Eagle River, v +6Alaska 94.7028 99577 �� I`� / SEPTIC SYSTEM UPGRADE RECORD Date: 7/2/17 'Drawn By: SE 'Sc1• = 5 I 3 of 3 S❑ILS LOG - PERC❑LATI❑N TEST 1\10-IF-RIM Date Performed: 6/25/17 ENGINEERING ING Performed For: Gordon Ferguson Legal Description: T15N R1W Sec 30 L 46B DEPTH (FEET) /r , Organic T.H. Location: See Attached Design 1 - 3 _ SM Silty Sand 4 - . ..0 . 6*. w/ Gravel 5 - 6 Groundwater? No 7 - Depth -- 8 - Water Depth 9 - After Monitoring,-- Date: -- 10 - # Date Gross Time Net Time Depth Net Drop 11 - 1 6/25 0 -- 7' -- 12 - 2 6/25 10 10 min, 10' 3' 13 - 3 6/25 12 -- 7' -- 14 - 4 6/25 22 10 min, 10' 3' 15 - 5 6/25 25 -- 7' -- 16 - 6 6/25 35 10 min. 10' 3' 17 - 7 6/25 37 -- 7' -- 18 - 8 6/25 47 10 min, 10' 3' 19 - 9 6/25 50 -- 7' -- 20 - 10 6/25 60 10 min. 10' 3' 21 - Percolation Rate 3.3 Min,/inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments: Presoaked. Measured to nearest 1/16th inch. Performed By NorthRirn Fng, I �c CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 6/26/17 70k NOR THRIM fr ' \ 'C' TESTH❑LE LOG ENGINEERING T H 2 PO Box 770724 Um 4 t Eagle River, Alaska 99577 907.894.702817 GE❑TECHNICAL tee_ 1911 �: 6/26/17 ,I ,c1PAltry0 MUNICIPALITY OF ANCHORAGE went On-Site Water&Wastewater Programe. PO Box 196650 4700 Elmore Road �j Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 'I'll " http://www.muni.org/onsite 4kc OP^4E On-Site Wastewater Disposal System Permit Wz_07 Permit Number: OSP171117 Effective Date: 6/22/2017 Work Type: Septic Upgrade Expiration Date: 6/22/2018 6j27 /? Tax Code Number: 05129346000 Site Legal Address: T15N R1W SEC 30 LT 46B G:0755 Site Mailing Address: 15860 S BIRCHWOOD LOOP RD, Chugiak Owner: UHER THOMAS P 50% & Lot Size in Sq Ft: 48823 Design Engineer: NORTH RIM ENGINEERING Total Bedrooms: 3 This permit is for the construction of: Il Disposal Field ❑ 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 Special Provisions: 1. Permit approval is for septic system only. Approval of existing well located in BLM ROW Easement will have to be obtained prior to title transfer. 2. The entire subsurface disposal field is not within a 30 foot radius of a percolation test. An additional percolation test is required prior to construction of the septic field. If the results require a design change, construction of the system will stop pending On-Site review and approval. Please submit stamped and signed results with the inspection report. Received By: Date: Zeilq Issued By: •Cy. -1- Q Date: b MUNICIPALITY OF ANCHORAGE • 1 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 ti • \‘ JUN 0 z. 1/ Parcel I.D. 051- 2.473- ' Property owner(s) (f Day phone c, /if Mailing address / 5" ere S. 06/4-4,..)0c)at heop ,ed Site address S r*,e_ Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) 77Sl /P/ JeC 3d ., ci4-46 Lot Size 4 F21 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field Initial ❑ Single Fo mil U(SF) AD Septic Tank Upgrade ) Duplex(D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Fie lcA X c \ k„c3Q Cti\A-ok_Lrc 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 thorized agent) Permit/Rush Fees: - Waiver Fees: 1 5 Date of Payment: /APO?' Date of Payment: )1 1I Receipt Number: Oateg4,10 Receipt Number: 0)-09 Permit No. 65P1 -Wii? Waiver No. O 5V 1'110 5 b Permit App_9-1-12_doc .a.rnr 1. Municipality of Anchorage T) p:r�mcu� P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http:/Iwww.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCEIWAIVER REVIEW **** Waiver#: OSV171056 COSA#: Permit#: OSP171117 PID#: 051-293-46 Legal Description: T15N R1 W Section 30 Lot 46B Engineer: North Rim Engineering Applicant: Thomas Uher Your request for a waiver of the requirement that the absorption field be installed parallel to the contour lines of the slope has been approved. See engineer's letter and profile drawing for waiver justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all code requirements be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: (0/2,2//1 Approved by: Itt?CAI (avi " Name of Reviewer **** VARIANCEIWAIVER REVIEW *'k** RTI-SIN' 4<t)6 � 8-=° ENGINEERING ryRtie \�¢ SteveEng.com '.)Steve Eng, PE, PH 1 907-694-7028 �6 , SteveEngPE@gmail.com G �" Date: 6/2/17 Number of Pages: S To: MOA On-Site Services Subject: T15N R1W Section 30 Lot 4613 Septic System Upgrade An existing trench is failing on the subject lot. A new soil test reveals silty sandy gravel soil. The design calls for a new deep trench and a new septic tank.The entire subdivision is on private water wells and septic systems. The terrain slopes northwest slightly at the trench site. The system size is a single family at 3 bedrooms. Please review the wastewater system design for the existing 2 bedroom home. I have included design plans& specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-St Ar—k, _ ..ALQOF s If • ••` ork . or CO i* °• . • \TRIM , �• �• •' . ENGINEERING SteveEng.com T15N R1 W Section St 46�Yen W. Erg vim•••• PE 256 ,4ti SPECIFICATIONS & DESIGN GUIDELINES 44,0 p' ••••",,.;A�'w 41% ROFES Wastewater System Sizing: This is an existing 2-bedroom, single family home. The Shop contains 1 Restroom, no bedrooms. This is a developed subdivision. These lots are large and are served by private water wells. No adverse impacts are expected from trench/tank upgrade. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. A new test hole revealed silty sandy soil, groundwater at 12', no bedrock. An application rate of 1.2 GPD/FT2. Trench Length = 375 F'T2/4'x 2 =47' trench,4' effective. A new 1000 gallon septic tank will be installed; Decommission old tank per UPC. Slight slope to the Northwest. Connect Old Trench via Diverter Valve. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment,New 1000 gallon septic tank. Install Double Cleanouts. • Decommission old tank per UPC. • 5' minimum between the tank and trenches. 10' to property lines. • 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation can substitute for l' cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain-rock. • Drain rock to be '/2 inch to 2 '/2 inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier(filter fabric) to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene(Dow Styrofoam HI/equal) S Birchwood Loop Rood 15' ROW Power Line - - Existing Well 111110 Exist ng Wall 100 0 Scope Flat Slop- ]0i1 Slope 1 J 2'. Slope 2 Bdrr _ / Illk TH1 fco 11111160 .17 „if, Septic New Trenc • - c ;lve New 1000 Gallon 3.6 1vew. y Septic Tank Flat Slop w/ Double _leanouts Shop No Decommission Old Co Flicts Septic Tank f PER UPC I NoRestrBedroomoom 1 1 Old Trench <mP Flat Slope c Lot 46A Lot 46B W W L N ID Q CC a Ln X 0 J 0 CE, I DESIGN NOTES: 1. Total Depth of Trench is 8'. Terrain Slopes Slightly Northwest. 2. Sewer Service Line minimum 2% slope. 3. Private Water Wells. Lots 52A 52B 4. Decommission Old Tank Per UPC. 5. Measure Well Separation Prior To Construction. 6. Connect Old Trench Via Diverter Valve. .1- 9F-k T15N R1W SECTION 30 1• = 50' NORTHRIM 0%. ENGINEERING *•.-9>ti • • LOT 46B PLAN PG Box 770724 LAYOUT E°gleRha"; Maaka "5" ‘?",.i7.R-t . WASTEWATER DESIGN 907.694. 7028 UPGRADE SEPTIC 6/ 21/17 2of 3 Foundation Cleanout Tank Cleanouts Fin ade Opposing Cleanouts Between Septic Tank & Trenches de„" 4 Foot Cover or Equal 1000 Gallon Steel "Anchorage Tank" Mounded Cover To Match Terrain Dr Equal Monitor Tube Solid Pipe leanout DESIGN NOTES: 1. Depth of New Trenche is 8'. 2. Septic Tank & Solid Pipe to be Placed on Compacted, 4, Stable Soil, Free from Boulders. Filter Fabric 3. Sewer Service Line is Minimum 2% Slope & 3' Cover, 4. Water-Tight Couplings, 5. See Specification Sheet. '-: '-=!?'='=: 6, All Work To Conform to Municipality of Anchorage (AMC) ' 11 •11' Requirements & Specifications. 4' •- ' -�-0 -� 8 is V11-11'0'1P-1P= 7. Maintain 3' Cover Over Trench Or Insulate, �"�'�`�'�'�" Drain Rock !- !=•=•=•=!-!, P.; r:Wf:�:f:f: 2.5' NOR THRIM ��P� '"" A+� TRENCH END VIEW T15N R1W SECTION 30 ENGINEERING ;* :49111 • SEPTIC TANK PROFILE LOT 46B 17237 Bear Pow Circle ;;� �.,. �� SEPTIC SYSTEM Eagle River, Alaska 99577 �� s SHEET3 of 3 907.694.7028 '�� Y�r ' UPGRADE Dote: 6/2/17 gown SE Scole: = 5 SE DESIGN NOTES: 1. Total Trench Depth is 8'. 2. 3' Minimum Cover Material or Insulate. 3. Trench to be Level w/ washed/screened Drain Rock 1/2' to 2 1/2'. 4. 5' Minimum Undisturbed Soil Between Septic Tank & Trench, 47' 0. 4' Perforated Pipe CD Cleanout • Plan , Cleanout Monitoring Tube olid Pipe to Septic Tank leanout (,U )T.,.)2S \._ Filter Fabric E Lo e 1„..- 411€-C �� Perforated Pipe Level, Holes Down\\ie rq w (,.� Final Cover i — . Exis. g Gro i J Y J .l ! Y • a J i J Y l i J 4 �� i iTiT� 4.51 jil. ��i��f��:l:°AY�i"AY�i��TA.��....� _ . _ 'T.1. _iiir `fes irei lit reit- Y_L7.ar .leiint air air krai eet—;.7-k it te t— Y_iY_f`t_ti.Y_ti+`t_ lite( .T .a.a.a..a.•a....•a•a•a..a.a.•a•a•io.a••a.a.1,40,1t1a.a.•i.a.�.•a.•a•iv.a.•!.••a.•ro•a_ip.a.i.a.ao.a.•a.•a.•�•0•_�.•�•.�.•�.•�. fMinimum 6' to Bedrock, 4' to Groundwater '.7,." iii 4,,s, TRENCH UPGRADE T15N R1W SECTION 30 NOR THRJM - . eArkkLOT 46B ENGINEERING .. * '49m PLAN & PROFILE 77237 Bear Pow Circle �p,` '"ws Eagle River, Alaska 99577 %1♦°a a-62515 Fes: 907.694.7028 4,�i° �' Date: 6/21/17 '°wn �" SE rale: 1' = 5 ' I •4 of 4 I SE S❑ILS LOG - PERCOLATION TEST TI- IMNIENGINEERING Date Performed: 4/25/17 Performed For: Gordon Ferguson Legal Description: T15N R1W Sec 30 L 46B DEPTH (FEET) T.H. Location: See Attached Design Organic/ 1 - 2 _ « 3 - 4 - : SM Silty Sand 5 - w/ Gravel 6 _ Groundwater? No 7 Depth g - : .— :1(.).'-:-"'--- Water Depth g16 :" ::: After Monitoring.12' Date: 5/30/17 10 - •.r..:' . # Date Gross Tine Net Time Depth Net Drop 11 - 1 4/25 0 -- 7• -- 12 - 2 4/25 10 min, 10.5' 3.5' 3 4/25 12 -- 7' -- 14 - 4 4/25 22 10 min, 10.5' 3.5' 15 - 5 4/25 25 -- 7' -- 16 - 6 4/25 35 10 min. 10.5' 3.5' 17 - 7 4/25 37 -- 7' -- 18 - 8 4/25 47 10 min. 10.5' 3.5' 19 - 9 4/25 50 -- 7' -- 20 - 10 4/25 60 10 min. 10.5' 3.5' 21 - Percolation Rate 3 Min./inch Perc Hole Diameter 6' Test Run Between �3' and 4' Comments: Presoaked. Measured to n - �� 1/1E�th inch. Performed By NorthRim Fng. I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 5/30/17 r gEOF. 44 NORTHRIM *e4_. TESTH❑LE LOG ENGINEERING TH1 PO Box 770724 , w Coyle River, Alaska 99577 r� 907.694.7028 f GE❑TECHNICAL .: 5/30/17 19417i 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 ~[NEW MAILING AD~R S LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS I I PERMIT NO. Well f Absorption area Dwelling ~ ~]l~nu'~ture'6 ee ~,e~i~:~l~ ~ ~o. o' eomp~rtments ~ Lq e~p~etV n~ ohs Insidelen~t~ ~idth ~ Liqu]dd~pth I /~ IF HOME'DE: ~ ~ DISTANCE TO: Well ~// Dwelling PERMIT NO. O ~ ~ Manufacturer Material Liquid capacity in gallons ~..~ DISTANCE TO: Well i/~_ ,~ Foundation~ Nearestlotli~o,~ PERMITN~ ;:['~: ] TopN°' of ]ineSof tile to En]shl gradeLengt k of~in~ TotaIMateriallongth.of line~beneath~S__tile Trench ~]d~ inches TotaIDistanc° between lineSeffective ,bsorpt~ ~area Q ~ / ~ inches ~-~ Length Width Depth PERMIT NO. ( ~ Type of crib Crib diameter f Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ ~-~- / .~ ~/~/(~ PiPE MATERIALS ~2~ ~l~L Cno'r ~ p~c_ SOIL TEST RATING INSTAELER REMARKS 313 (Rev. 3~78) f DEPFIRTMENT i]lF HEALTH AND EN',,,'IRONMENTFIL F'RcITEF:TION 82.5 '-'L' STREET., RNCHORRGE., AK. 99~C-~t PER. MIT NO. ( 8_~0547 > APPLICANT ALL FlLASKA CONST INC CdO GEN~ DELIVERY WFISILLA LOCATION C/'O MIKE KNO)'..' LEGFlL L46B S 3~E1 T'lSNR±W LOT SIZE D~9~99 SQUARE FEET "'-' TYPE OF SOIL flBSCIRPTION _,~_,TEIt I:,. [:,RRINFIELD MAXIMUM NUI'q~:ER OF BEDROOMS = ~: SOIL RATING (SQ FTdBR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SVSTEM ~':, E-_C- P T H = 4 L E ['-4 ~] T H = 45 ~]RR%~EL [:,EPTH= 21_ THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRFlINFIELD. THE DEPTH OF FI TRENCH OR PIT IS THE DISTFlNCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCFlVFlTION (IN FEET). THE T~q~-.'Ef-4,-:i-~ i-..] I [:,TH Z S 5. ¢~"--~'~E'~------~ FEE-T'. THE GRAVEL DEPTH IS THE i'qINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE FIND THE BOTTOM OF THE EXCFlVFlTION (IN FEET). PERMIT RPPLICFINT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTFlLLRTION INSPECTIONS OF ANY WELLS FlDJFlCENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. Ti..-]C~ ~:: 2 ::. ][ ~'-4SF"EC:T :I C~I'...iS RF.:E RE~_--.,I1J I: BACKFILLING OF ANY SYSTEM WITHOUT FINFlL INSPECTION AND FlPPROVFlL BY THIS DEPFIRTIdENT WILL BE SUB..TECT TO PROSECUTION. idINIMLIM DISTANCE BETWEEN Fl WELL FIND FlNY ON-SITE SEWAGE DISPOSFIL SYSTEM IS ±00 FEET FOR Fl PRIVFlTE HELL OR ±50 TO 200 FEET FROM Fl PUBLIC WELL [:,EPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTFINCE FROf"I A PRIURTE WELL TO Fl PRIVP, TE SEWER LINE IS 25 FEET FIND TO R COMMLINITY SEWER LINE IS 75 FEET. OTHER REL-]UIREMENTS MFlY APPLY. SPECIFICATIONS AN[:, CONSTRUCTION DIFIGRRMS FIRE AVAILABLE TO INSURE PROPER INSTALLATION. F"EF-:[r-1 ]: T E.':*::F' :[ [-~:E$ [:.EC:EI'-IE:EF.: 2--:1.. 1~"- :------:--~=: I CERTIFY THFlT :L: I RM FFlMILIFlR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FIN[.', HELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORFIGE. ;2: I WILL tNSTFILL THE SYSTEM IN FlCCORDRNCE WITH THE CODES. 2: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REC.!UIRE ENLFlRGEMENT IF THE .~RESIDENCE IS REMODELED TO INCLUDE MORE THFlN ]: BEDROOMS. In the event thata lift station is required, an electrical inspection and pemitl/~st be obtained from 3500 T~..~/AsbC~t~s.c~ffot b~/approved until electrical inspection is received at this office S I GNED: '-~. -¢~ _':?-' _ Z- - -'~:~/ ..... ~ ............. - APF'LICANT FILL FILFCSk:FI CONST INC ~ tx>..~'<~,,o¢].4Tv.~ 2 3 5 6 7 8 9 PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, AIaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SLOPE SITE PLAN SOILS LOG [] PERCOLATION TEST 10- 11- 12 13 14 15 16 17 18- 19- 20- ~obert A. 5ho~r Gross Net Depth to Net Reading Date Time Time Water Drop .... PERCOLATION RATE (minutes/inch) -- FT