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Home My WebLink AboutT15N R1W SEC 9 LT 107T15N Rlw ec. 9 Lot 107 #051-144-28 Inspection report not approved. Not Eligible for COSA T15N RIW Sec 9 Lot 107 #051-144-28 Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW060378 PID Number: 051.144-28 Name. BRUCE MILLER Wastewater System: ® New ® Upgrade Address: 13140 MIDORI DRIVE ABSORPTION FIELD Phone: Number of Bedrooms. ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound D Other: LEGAL DESCRIPTION Soil Rating Total Depth from original grade 0.5 GPDfFI' 2' TO SAND Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grede: Gravel depth beneath pipe: 107 T15N R1W SEC 9 0.7 feet above 0.5 Ft. Ft. Township: Range: Section: Fill addetl above onglnal gratle' Gravel Length: 15N 2W 25 3.5 FI. 75 Ft. Welt, ® New Upgrade Gravel witllh: NumbDistance between Distanbetween lines. 95 Fl. 3 5 Ft. Classification (Private, A. B, C): Total Depth: PRIVATE Cased to: Total absorption area: Pipe Material: 280 Ft. 73 FL 1125 Ft= ASTM 3034 Driller. M&W Date Drilled 5/512007 Static Water Level. 103 Installer Dale Installed' Ft. Yield Pump Set al:Casing Height Above Ground: 0.5 GPM Ft. 3 Ft, TANK SEPARATION DISTANCES ® Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Lift Manufactures capacity: From Tank Field Station ANCHORAGE TANK 1250 cal. well Material: STEEL Number of Compartments. 3 Surface Water +100' +100' +100'LIFT Nu,b STATION Lot Line +5' +1Q' +5' Size: Manufacturer1250 ORENCO Gal r +5 r +5 t'Pump +10 on' level at: 'Pump oft' level at High water alarm atFcundatlon n. in. in. Curtain Drain rr +50 +50 IPump +50 Make&Model Electncal Inspections performed by OSI P20 Remarks: EXISTING WELLS DECOMISSIONED, BENCH MARK - Location and Oescnplion: BOTTOM OF SIDING AT SW HOUSE CORNER _ Assumed Elevation: 100.00 FL Inspections performed by: ERES Dates: 1" TLiti1L o7 ,.... ,..... q� z rid 7u&)6 07 Q% •.t�� TN Development Services Department Approval° Conditional Approval Date: .... _... , 'o i1 CHRISTOPHER R. W00 Reviewed and approved by: Date: .•••pypt-o� (Ruv. NM) - Permit No. SWO60378 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: T15N, R1W, SEC.9 LOT 107 051-144-28 J D TTS. 8/6/2007 % WELL / SWING TIES SHED C 442' 628' NJ ,'CRAPE' STNG LOT 107 — CLEANOUT - WELL T ELEVATIONS N89'56'31"E (NOT TO SCALE) ❑RIC LEV MT -1 FILL MT -2 r- ION SULe1250 FZ5' 94'7AND 73 "M ASSUMED 97.3 96.6 sHE NEW 1250 GAL S.T.E.P. TANK 4TION = 100' 330.13 ENGINEER'S SEAL �! OF A TH-1 0Com...... .... q CHRISTOPHER R. WOOQ CE -10387 BEDROCK 1 H w ln N (n z LL1 3 L LL z u M -W ,lob No.: 07-118 M -W Drilling, Inc. *P.O. Box 110378 *Anchorage, AK 99511♦ ♦ 907-345-4000 • 907-345-3287 Fax Permit No. Groundwater Well As -Built & Log ♦ Well Owner: Bruce Miller ♦ Use of Well: Private *LegalDes 2344 Steffes North Birchwood Construction *Hole Depth: 280' ♦Casing Size: 6 5/8" ♦Cased to: 73.09 +Material: A 53 Steel ♦Drill Method: Air Rotary Perf. ♦ Wefl Completion- Open end _Screen Per _Method.• *Screen/Perforation description: ♦ Orout Notes: 3 Sacks No. 8 Bentonite Granules Dry Grouted ♦Well Development: Method: Air surge Notes: *Static water level (SWL) 102.7 (below) top of casing ♦ Well yield test at 1/2 gallons per minute (GPM) I hours) with 100% of drawdown (DD) from static level (SWL). *Medhod: Air Lift ♦Dateofeanfledon: 05/05/07 *Pampinstall. 32ss3 Job No.: 07-115 M -W Drilling, Inc. *P.O. Box 110378+ Anchorage, AK 99511♦ ♦907-345-4000 ♦ 907-345-3287 Fax♦ Well Decommissioning Report *Well Owner: Bruce Miller *Use of Well: ♦Legal Description & Well Id. No. (if applicable): 2344 Steffes, North Birchwood, AK T15N, R1W, Sec. 9. Lot 107 Original Construction Domestic ♦Hole Depth: ♦Casing Size: *Cased To: ♦Material: A 53 Steel ♦Casing ID: ♦Static Level: (from ground surface) ♦ Well Bottom: Open end Screen Perforated • Material: ♦ Material: ♦ Material: Decommission Materials 3�4" Hole Plug - Bentonite Grout Quantity: 10 Bags Quantity: Quantity: ♦ Notes: This was a hand dug well located at back left corner of house. Well was 3'h square and caved into 8' below grade. We placed hole plug to create a 1'thick ♦ Date ofcompletion: 11/20/07 *Pump Pulled: uecommisslon Log Depth in feet from ground level. Details of sealing and back -filling materials. TO 7 Used 3/4" hole DluE to make 1' seal on toD of caved in well 17x7 _WA E -E- WESTP-E-m o.ccirici lL M -W Ddiling, Inc. M -W Drilling, Inc. *P.O. Box 110378+Anchorage, AK 99511♦ G Job No.: 07-115 ♦907-345-4000 ♦ 907-345-3287 Fax♦ 0 Well Decommissioning Report ♦ Well Owner: Bruce Miller ♦ Use of Well: Domestic ♦ Legal Description & Well Id. No. (if apprcabie): 2344 Steffes, North Birchwood, AK T15N, R1W, Sec. 9. Lot 107 Original Construction ♦Hole Depth: 50, ♦Casing Size: 6" ♦Cased To: ♦Material: A53Steel ♦Casing ID: ♦Static Level: (from ground surface) ♦ Well Bottom: Open end Screen Perforated Decommission Materials ♦ Material: 3/4" Hole Plug - Bentonite Grout Quantity: 11 Bags ♦ Material: Quantity: ♦ Material: Quantity: ♦ Notes: This was the cased well located at the back left corner of house. Filled casing with hole hole plug and welded 1/4" cap on casing. ♦ Date of completion: 11/20/07 ♦ Pump Pulled: Decommission Log Depth in feet from ground level. Details of sealing and back -filling materials. _ 0 TO 3 Cut casing below grade 3 TO 50 Fill with hole plug .-...... -.- TO _..... _.-----_ ------- -- --. -- - - TO TO- ----- TO To . .- .. . pE E•- - Uin�� Inc- .. TO en��'''�'t TO N6WA� No 1 - -- TO -- - _.. --- -------- --- -------- ---- . ------------- MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water a Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SWO60378 Legal Description: T1 5N R1 W SEC 9 LOT 107 Design Engineer: 0070 KND ENGINEERING Owner Name: BRUCE MILLER Owner Address: 13140 MIDORI DRIVE ANCHORAGE. AK 99516- Date Issued: Nov 28, 2006 Expiration Date: Nov 28, 2007 ParcelID: 051-144-28 Site Address: 20334 STEFFES STREET Lot Size: 108900 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Q 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. 5. The following special provisions. -THE EXISTING WELLS NEED TO BE PERMANENTLY DECOMMISSIONED PER AMC 15.55.060J, PRIOR TO INSTALLATION OF NEW SEPTIC SYSTEM. THE DECOMMISSIONED WELLS DOCUMENTATION NEEDS TO BE SUBMITTED WITH INSPECTION REPORT. Received By. Date: 3t Issued By a&Date: !r �I° \ Municipality of Anchorage • --1 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. 051-144-28 Property owner(s) BRUCE & CAROL MILLER Day phone345-2096 Mailing address 13140 MIDORI DR., ANCHORAGE AK Zip Code 99516 Site address 20334 STEFFES, CHUGIAK, AK Zip Code 99567 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T15N R1 W SEC 9 LOT 107 Lot Size 108900 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage Number of Bedrooms 3 THIS APPLICATION IS AN: Initial El 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, KND ENGINEERING, INC. (WELL FEE PAID 10/25/06) (Signature of property owner or authorized agent) Permit/Rush Fees: $460.00 Waiver Fees: /7<� Date of Payment: 1142JOU Date of Payment: �Z> la' �1— ReceiptNumber. gl�Q 1J$ Receipt Number. DQ'l �r1 (Rev. 11/05) (Oft� e-'� 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. - 8' Property owner(s)•�iuce /12'//� G'a o/ /� -/Day phone 3S/s=,2C9� Mailing address 13/_5 ,�iu2,, 7 Q Zip Code Site address Zip Code 956-6 '7 Legal description (Sub'd, Block & Lot) ,( T to 7 Legal description (Township, Section &Range) T/r R /W Lot Size /09>0o Sq. Ft. Number of Bedrooms c>� nED THIS APPLICATION IS FOR (®all that apply)��6lf5 �It S AN: . Absorption Field ❑ Initial Septic Tank ❑ Upgrade Holding Tank ❑ Renewal Privy ❑ Private Well (� Water Storage ❑ 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: 1 /.7 � Waiver Fees: Date of Payment: _ I012 6-106 Date of Payment: Receipt Number: D q.78 / / Receipt Number: (Rev. 11/05) KN D ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER. AK 99577-8736 11/FAX November 22, 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 —T15N R1W SEC 9 LOT 107 Gentlemen: The owner has requested we proceed forward to obtain aseptic permit on the subject lot. On November 9, 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 a grade of approximately 3-5%. The existing undocumented system has been disconnected from the residence and abandoned in place per code. Three low producing, nonconforming wells are to be decommissioned and a new well drilled in the northeast portion of the lot. We have designed our system utilizing the existing testhole that was excavated for the existing 3 -bedroom house. The lot will be served by an individual well, located on the northern portion of the lot. We propose to install two 5' wide shallow trenches. Water was encountered during the excavation at 6, and during monitoring at 5'. 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, ZED Engineering, Inc. KennethM. D , P.EIK Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/ Percolation Test Owner/ Contractor Specs 15/24/2007 11-15 FAX 907 343 7997 — ON SITE 10005/011 WASTEWATER DISPO SAL S) STEM DETAILS T15N, RIW, SEC 9, SM, L.11T 107 USE EASEMENT KD LOT 107 FLAG WELL RADII PRIOR TO CONST. EXISTING SEPTIC FIELD A.I.P.-11/9/06 C.O.4 CONSTRUCT TRENCHES -.---j PARALLEL TO SLOPE CON T07R <- \f:XISTING CONTO R �z 6DRM HOUSE SOLID PIPE AT 5T- 6//?/o 4 A A 2% MAX GRADE 1250 GAL STEP FCO SEPTIC ST S11 R FACE INSTALL NEW 15' X 75' BED TH06-01 ACTUAL SLOPE AT PROPOSED ffil) LOCATION IS I% A.I.P. - Abandon In Place Per Code !kLQr Install Diverter -4 11F At 9 TH P.NML 41 ZWW - Md IV Wqpr,%-" V.%M\?M Jn^M R POSED - 00 [ 6b ?2.5- ED 2. C� rq C14 4v J_ GRA L 5.01 D/ -.:16 018 rn FRO po sit) 1) PREPARED FOR: I a -t - BRUCE MILLER 13140 MIDORr 11R. ANCHORAGE, AK 99516 (9073345-2096 FIELD BOOKS COMPUTED: BOUNDARY,' AgR00Aft !M&N0 -km d STAKtN&- C"ECKE01 KMQ ASSAR WEI 11/18A OWO, FILE, NW1 258 ACAD FLE: Psia-wri—o JOB No" 06-120 3WE L! 'DECO IV, A,) ; TObE ISSOE-1 scate, 1,= 30, PAGE 2 OF 3 END ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AR 99577-8736 ZZ (907)868-3791/FAX (907)008-3793 . o ��0� '. •.' coo � o�„�ZZ Ell t!tj MZ o co 00 .,i rn r z ('Zy 0000 O 000 0000 000 0000 � 000 0000 000 FIj 0000 •.000 0000 o ti 000 0 0 �7 ccs 0 0� o 0 0 COtV o 0000 D O 00 O C f� o W 0)R1 00 0 0000 c� ITl + I �j cNn o-� O n ry Oo= � W,0 0 m 0 —� n o � cn o 0 o I, m zo oo m V -� 00(\ (/ o roo m m-00 moo X 0 o r�rn G) VV�I �`� 0 000 Cn Z 1t` o o m C7 �J '• 0 0 0 0 0 0 m 'rl 0 X r 000 0 r 0 0 m D D 0 •• ooGb O . 1 0 000 �. • O 0000 000 (� • C - 0000 t • • .000 \ z � 000000 0 ��sy 1 0 0000 000 0000 00-0-0 0 ! ^ 000 � V J 000 N V o (— pom � v J m ' Tit z\D0 o i•�I �a 0 ZnaA o EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 06-052 Calculated By: CB Date: 06/12/2007 Legal: T15N R1WSEC 9 LOT 107 TEST HOLE 2 SINGLE FAMILY 3 BEDROOM RESIDENCE Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 17 minutes per inch Wastewater application rate = 0.4 gallons per day per square foot Required absorption area = 1125 square feet Trench width (W) = 15 feet Gravel depth (D) = 0.5 feet Required length = Shallow trench factor * Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 1.00 Total Excavation Depth = 1.0 feet Required length = 75 feet CHNSTOPHER R. WOOD S51WPI'�l�ty 07 -LOT 107.xis 5:05 PM06/12/2007 (WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN T15N, R1W, SEC 9, SM, LOT 107 169011 TIC m NO PUBLIC WELLS WITHIN 2W Or PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 2W Or PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN RW Or PROPOSED WELL EXCEPT AS NOTED. or Ir OF ALq 1 � .77 % tAlf. ncnncCE�T nl uWrT / (w L.wE) / LOT Tm W DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPD 450 GPD/0.6 GPD PER SO. FT. (17 MIN/IN.)= 750 SQ. FT (750/ 5' (W)) x I(RF) (0.5' GRAVEL) - 150 FT. TRENCH USE 2 TRENCHES - 75' (L) X 5' (W) X 0.5' (D) Total depth of system is 2' from original grade. Total depth of gravel below distribution pipe Is 0.5' . 1. EXCAVATE TOP 2' FROM ORIGINAL GRADE 2. INSTALL 1'* OF MOA APPROVED SAND 3. INSTALL 0.5' SEWER ROCK 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. 150 LF LATERAL/30 HOLES = 5' SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS NOTES: 1. INSTALL 1250 GALLON STEP tL INSULATE IF ( 4' COVER 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS PREPARED FOR: BRUCE MILLER 13140 MIDORI DR. ANCHORAGE, AK 99516 (907)345-2096 nEU) BOOKS COMPVTM 11OURD�Xd R tN ORA"' km ;T- OcCMED: KMD NSRXr.. DAT[: 11/18 < DNc. nr. DRna NW1258 MCN/ nE: rua_*oTc«. •'DR "': 06-120 Scale: 1'= 100' PAGE 1 OF 3 MID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)088-3793 gi J s � I�I W DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPD 450 GPD/0.6 GPD PER SO. FT. (17 MIN/IN.)= 750 SQ. FT (750/ 5' (W)) x I(RF) (0.5' GRAVEL) - 150 FT. TRENCH USE 2 TRENCHES - 75' (L) X 5' (W) X 0.5' (D) Total depth of system is 2' from original grade. Total depth of gravel below distribution pipe Is 0.5' . 1. EXCAVATE TOP 2' FROM ORIGINAL GRADE 2. INSTALL 1'* OF MOA APPROVED SAND 3. INSTALL 0.5' SEWER ROCK 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. 150 LF LATERAL/30 HOLES = 5' SPACING PER HOLE 5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS NOTES: 1. INSTALL 1250 GALLON STEP tL INSULATE IF ( 4' COVER 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS PREPARED FOR: BRUCE MILLER 13140 MIDORI DR. ANCHORAGE, AK 99516 (907)345-2096 nEU) BOOKS COMPVTM 11OURD�Xd R tN ORA"' km ;T- OcCMED: KMD NSRXr.. DAT[: 11/18 < DNc. nr. DRna NW1258 MCN/ nE: rua_*oTc«. •'DR "': 06-120 Scale: 1'= 100' PAGE 1 OF 3 MID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)088-3793 WASTEWATER DISPOSAL SYSTEM DETAILS T15N, R1W, SEC 9, SM, LOT 107 aPRiPOSED 6 PUBLIC USE LOT EASEMENT 107 � � - � - EXISTING S PTIC K N p FIELD A.I.P —11/9 1 O� P2.5' :C0 SHED FLAG WELL RADII PRIOR N .0 TO CONST. N N CRA L CONSTRUCT TRENCHES22.5' 5.0' D/ PARALLEL TO SLOPE ~ EXISTING CONTOURS. a i u 3 BDRM zn HOUSE o i7 SWING—TIE CHART 4" SOLID PIPE AT 2% MAX GRADE — A 4.' 83.0' A—C=18.62 B—C=28.35 1250 GAL STEP FCO / A—D=20.97 SEPTIC ST B—D=46.17 �1-49. F MT MT C A—E=93.98 8—E=103.50 SHED A—F=26.54 / �W B—F=60.09 11.9' A—G=95.60 TH06-01 B—G=110.64 ` CONSTRUCT TRENCHES \I 3 WE LS TOE MIN. OF 5' AWAY FROM DECO MISSI E TH LOCATION. 10 1 1/4" SOLID m m PVC PIPE V_4% z cZi 1_4% � MAX DEPTH O.G. 1' �'_ '�7� ,AO N /% A.I.P. =Abandon In Place Per �A Code & Or Install Diverter MT MT E tm� OF ALgs PREPARED FOR: ��.' '• 1 BRUCE MILLER 13140 MIDORI DR. $Cale: 1'= 30� ANCHORAGE. AK 99516 (907)345-2096 PAGE 2 OF 3 KENN H M. DUFF FIELD BOOKS CoWun /,'�'•. CE -7118 � m eawmr. SCHULLER M DRAW. krnd END ENGINEERING, INC. 'URNO 0"ECKM.. KMD 20441 PTARMIGAN BLVD. / ASDMr.. DAM EAGLE RIVER, AK 99577-8736 �Fessto`W, -ow 11 1 e o6 O+c. mc.ORO.NW1258 �-- ACRD EtC ftm_wvw. '108 M0'` 06-120 (907)808-3791/FAX (907)808-3793 WASTEWATER DISPOSAL SYSTEM MOUND DETAILS T15N, R1W, SEC 9, SM, LOT 107 4' M[ K 4' MONITORING TUBE PLAN VIEW_ LEACHFIELD DETAILS 4' MONITORING TUBE PE MAX FINAL GRADE 3.1 SLD TO 2' DEEP REMOVE ALL ORGi 8 LOAM AV <� OF AL9S i ! 9 � A- * �l 6 N GI H «.t— 5 ; CE -711 2' WIDE COVER FINAL GRADE SEWER ROCK 1'+ MIN M.O.A. APPROVED SAND FILTER NOTE, BOTTOM OF SEWER DRAINROCK MUST BE 4+ FEET ABOVE GROUNDWATER AND 6+ FEET ABOVE BEDROCK. PREPARED FOR: BRUCE MILLER 13140 MIDORI DR. ANCHORAGE, AK 99516 (907)345-2096 FIELD BOOKS cawrzo- eaMomr. SCHMLERAND oRAm: km suR«c ocam KMO ASOMP. DATE` 11/18 C o� E. cm NW1258 AC" "IE` 'oB R" 06-120 SCALE, NTS PAGE 3 OF 3 LAV B ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 f--. . .. (907)088-3791/FAX (907)868-3793 KNDD ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Bruce Miller Date Project: T15N R1 W SEC 9 LOT 107 TEST IIOLE x 06-1 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19 - Depth (Feet) SEE ATTACHED SITE PLAN Org/OL I FOR HOLE LOCATION SM seeps GP—wet w/ cobbles to 1' B.O.H. HOLE PRESOAKED 20- PRIOR TO TEST Was Ground water encountered? YES What depth? 6' Depth to water after monitoring? 5' Date? 11/16/06 Reading Date Gross Time Net Time Dep to Water Net Drop 1 11/10/06 1:00 6" - 2 1:30 30 min 41/16" 115/16" 3 1:31 - 6" - 4 2:01 30 min 43/16" 113/16" 5 2:02 - 6" 6 2:32 30 min 43/16" 113/16" • Water Added Percolation Rate 17 (min/ in) Perc Hole Diameter 6" Test Run Between 2 feet and 3 feet 1, Kenneth 111. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. 61 11�1r�/C� //l0.Lt jh �-, OW!'� e��'fO'%w Pi+%y T ah J eG/S e i�`'.�-i.`c_s.cC a�"�-4-T'`'S GnsasTi��%.vim eg��me�� tJ .�j dl{^' worG�f'd G,..-. "S e».-.teri �,.G_� (��i /4 /7.iif Cc.l44t,9' -,r 2a✓ e- aT irc/ /SIO II,jr i� Gl., c.le�✓'�c(< <