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HomeMy WebLinkAboutTUXEDNI PARK WEST BLK 1 LT 6Tuxedni* Park West Block 1 Lot 6 #041-022-44 W.O. 05684 Murlicipality of Anchorage r Development Services Department `" R'�; Building Safety Division On -She Water and Wastewater Program, 4700 S. Bragaw SL ' • P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.d.anchorage.ok.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO 5 n 2 9; 4 PID Number. "'"" Dennis Ahrens Wastewater System: [$New ❑ Upgrade A°0iu" 3850 Delwood Place ABSORPTION FIELD PwM 333-0896 " 4eibo"Y LkoF.PTr D&w-Tmmrt Deal DLland ppF r LEGAL DESCRIPTION awa,"v 1.2 TaV1Dip0 &Mo�1 W,,, copxtt 8.6 F t. wrx / Tuxedni a k West Depth b PAF. ead«n Iron arvota W o m 3.6 Grw.l d,Fw ben..tn P�Pe: TAW: RxVs: S.m«L FI FA FEa.d Few. go Voft n Dr"LFrpdr _n_ Ft. Ft. Well: ®New ❑ Upg2de 3 CIFFFNiullion (Priv.". A. e. CT TOM D.pdeCued w. Ft. Ta1Fr Fo lrplb« l .F: 1 --- FL Pp. Nr«ut Pri 226 FI. 100 SAA Fr• 13 •.O too Dr*.d: SWC Wer«LoN YMFFFr D,r, Ft yowl Pump Sa Ktuna I Wo Ae Gr 20 GPM n/a FL 2 FL TANK SEPARATION DISTANCES IR septic ❑ Holding -❑ S.T.E.P: '' ' ' "'❑ Other. TO Septic Absorption Lift Holding PubSciPdweto - ... uawy From Tank Field Station :Tank sewerllne ' 'Anchorage Tank- 1250 Gu. w.F 143' 140' --- --- 140' mot•`w' Steel Nu o Corry nr 2 s,+wwu« >100' >100- ---- ---- LIFT STA N LotLA,F 59, 29' ----- - Sao. mom,( w — —— cr. Fandwm Q $ l 61 ' --- _ -- 'P m• r a •PUW r FL hgn w« Moma C" Drug — ---- — _-- PurV Mom A MP" r cu" VaP.cenrrs P.NornFd by NFmnkf. BENCH MARK Loouan.w Mwpooi; finish Floor Garage A.wrnW Eunwrr: FL 672.0 Engineer's Stamp rP�E,OF Alq %% S1.•' 'fgll s -' Inspections performed by: Dee••Hicth Dates: 1" t-i-na s f TH * 2nR_76_OS / .... .. .. . ... ... / /. Development Services Department Approval ..... . .. ......� �� �:• CEL „10 �;r Reviewed and approved by: Reviewed r pPDate: I CE -580 . 4r ^ �� /�•,�� •,��= Permit No. Page 1 of 5 yy,0, 05684 Municipality of Anchorage 11 /23/05 Department of Health and Human Services Date ENVIRONMENTAL SERVICES DIVISION P.O. Boz 198850 • Anchorage, AK 99519-8850 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 8. BLOCK 1, TUXEDNI PARK HEST PID No.041-022-44-000-06 SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USE TRENCH SYSTEM 3. ASSORBTION AREA = (# SEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE _ (4)(150) = 500 SF REQUIRED 1.2• 4. TRENCH LENGTH= DEPTH OF GRAVEL = 5' (ACTUAL) LENGTH OF TRENCH = (58.4 ACTUAL) TOTAL AREA USED = 584 SF (ACTUAL) PERCOLATION RATE PIT & TRENCH APPLICATION RATE MOUND do BED APPLICATION RATE RECORD DRAWING MIN/INCH GPD/SF GPD/SF 0-1 NOT SUITABLE NOT SUITABLE 1-5 1.2 0.8 6-15 0.8 0.5 16-30 0.6 0.4 31-60 0.45 0.3 GREATER THAN 60 NOT SUITABLE NOT SUITABLE FILTER LAYER 1.0 .7 �.. w j ... a Page 2 of 5 Permit No. W.O. 05684 Legal Description: LOT 6, BLOCK 1, TUXEDHI PARK HEST Date 11/23/05 NOTES: 1 ALL CONSTRUCTION WAS IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AS CURRENTLY AMENDED. 2 INSTALLED NEW 1,250 GAL, 2 CHAMBER, STEEL SEPTIC TANK. 3 ALL PIPE IS PVC CONFORMING TO ASTM D3034. MINIMUM SOIL COVER IS 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. 4 GEOTEXTILE WAS PLACED OVER TOP OF SEPTIC ROCK. 5 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 6 FILL MATERIAL WAS SLOPED TO DRAIN AWAY FOR FIELD. Permit No. Page 3 of 5 Municipality of Anchorage Department of Health and Human Services Date 11/23/05 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 6, BLOCK 1. TUXDNIE PARK WEST SUBDIVISION NOTE: THE SLOPE OF THE GROUND WELL 50' WESTERLY OF THE SEPTIC SYSTEM IS LESS THAN 20%. RES LED 58.4 L.F. 0 _ — I I' fi7R RVE IRE DEEP LU, 6, \ /` r i l i I BLOCK 1 1, r I i ' i r// � I i j/ � I I � � HOUSE ( <, ® CO NST SE CI T 5 K ! CO USTNRDUCR7ION NSTALLE I I NI L I \ COPOSIN UNDATION i'n o o * PLAN VIEW 0 . . ; . .............. , .DENNIS D IGH,• ♦ -ze, CE 5 7 A' RECORD DRAWING DATE'•% 3 W.O. 05684 1 SCALE: 1" 30' C. FlLE 684SST4D Permit No. Page 4 of 5 Municipality of Anchorage W.O. _05684 Department of Health and Human Services Date II /23/05 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 6, BLOCK 1, TUXDNIE PARK HEST SUBD. PID No. 041-022-44-000-06 56.37' 10' 13.63' 58.43' HOUSE BFF= FOUNDATION C.O. 2' NSTALL 2• INSULATION 4' PERF. RAINPVC M.T. FROM C.O.'S C.O. FINISH CLEAN OUT DRAINHOUSE GRADE END OF 4' PIPE RENCH SEPTIC INV. TANK *ALL ELEVATIONS ARE TO INVERT OF INV' PIPE UNLESS OTHERWISE NOTED \644L9 joTrom- OF NCH PROFILE SCALE: NTS OFAZ,444♦ *: • H •�* .DE IS HI; s '. CE 807 44 rP^•.�••.....•.•\� RECORD DRAWING ; DATE wior.c_mv,o, Permit No. ' Page 5 of 5 Vy,p, 05684 Municipality of Anchorage 11/23/05 Department of Health and Human Services Date ENVIRONMENTAL SERVICES DIVISION P.O. Boz 198850 • Anchorage, AK 99519-8650• Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 6, BLOCK 1. TUXEDNI PARK HEST PID No. 041-022-44-000-06 ORIGINAL GROUND -Vol. 9" FROZEN ORGANIC MAT 1 jj. •% REDDISH BROWN ORGANIC 2 : SANDY SILT to 3 GEOTEXTILE FABRIC 4" PERFORATED PIPE 5 :,�• 6 .,..:. CRAY GRAVELLY SAND, CLEAN, 7 _ TRACE OF ROCK TO 3" •:;. y� OCCASIONAL BOULDER TO 12" O 8 `t '. ; ' SEPTIC ROCK PER ' M.O.A. SPECIFICATIONS 10 12i 13 Z ''TO SEASONAL HIGH 14 NO WATER TABLE i0 � WATER LEVEL 15 RECORD DRAWING ,;.,: 16 OFAt 17 • 18 B.O.T. ;. :.. •.. ...... •�*,% TO BEDROCK OR ;DEN •S D IGH: •• i TRENCH SECTION IMPERMEABLE LAYER ♦ s•:• CE 5807 •.•• Ar SCALE: NTS DATE ,e`•�f:�t�'�? 084SSTM ALPINE DRILLING & ENTERPRISES Permit Number: #SW050254 Date of Issue: 7-26-05 Parcel Identification Number: 041-022-44 Date Started: 8-10-05 Date Completed: 8-10-05 Is well located at approved permit location? ® Yes ❑ No Legal Description: Tuxedni Park West Blk 1 U 6 Property Owner Name & Address: Dennis Ahrens 3850 Dehvood Place Anchorage. Alaska 99504 Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling ® air rotary ®cable tool Casing type: steel stick-up 0 2 Wall Thickness: X50 inches silty sandy gravel 2 15 Diameter: ¢ inches Depth: 100 feet silty sand 15 27 Liner Type: silty sandy gravel sand gravelly silt silty sandy gravel wet 27 51 59 63 51 59 63 81 Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 0 feet pumping level: 226 feet after ,? hourstun in 0 P P S 2 gPm gravelly silt 81 96 Recovery Rate: 20 gpm bedrock 96 226 Method of Testing: airlift Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Startfeet Stopped feet Grout Type: benlonite granules Volume: 1 br Depth: Start0 feet Stopped 2 feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchoragwe AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 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 Permit Number: SWO50254 Date Issued: Jul 26, 2005 Expiration Date: Jul 26, 2006 Parcel ID: 041-022.44 Legal Description: TUXEDNI PARK WEST SUBDIVISION BLOCK 1 LOT 6 Design Engineer: 0060 DHI Engineering Site Address: NHN ATELIER DRIVE Owner Name: DENNIS AHRENS Lot Size: 115215 SO. FT. Owner Address: 3850 DELWOOD PLACE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99504 - This permit is for the construction of: Q Disposal Field ❑.r 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 B . Date: Issued By. Date: w. 0. osccyy Municipality of Anchorage Baa s, • �- Development Services Department Building Safety Division"+ ea 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 SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 041-022-L4y. Permit Number SW Property owner(s) Dennis Ahrens Day phone 333-0896 Mailing address (1) 3850 Delwood Place Mailing address (2) Anchorge, AK. 99504 Zip Code Legal description (Lot, Block & Sub'd.) Lot 6, Block 1 , Tuxedni Park West Legal description (Section, Township & Range) Sec. 6, T1 2N, R2W S.M. Lot Size2=64 115, a IS Acrel Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ that the above information is correct. I further certify that this application is being made for a 'amity Dwelling and is in accordance with applicable Municipal Codes. (Signature of property Kn/r or authorized agent) Permit Fees: Waiver Fees: Date of Payment: - 2 — O S Date of Payment: Receipt Number: / +Z G 3 Receipt Number: (Rev. 12100) Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Boz 198850 • Anchorage, AK 99519-8650 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Page 1 of 6 W.O. 05684 Date 5/16/05 Legal Description: LOT 6. BLOCK 1, TUXEDNI PARK HEST PID No. SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USE TRENCH SYSTEM 3. ABSORBTION AREA (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE _ (4)(150) = 500 SF 1.2' 4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL) IF DEPTH OF GRAVEL = 5' THEN LENGTH OF TRENCH = 50.0' PERCOLATION RATE PIT do TRENCH MOUND do BED APPLICATION RATE APPLICATION RATE MIN/INCH GPD/SF GPD/SF 0-1 NOT SUITABLE NOT SUITABLE • 1-5 1.2 1 0.8 6-15 0.8 0.5 16-30 0.6 0.4 31-60 0.45 0.3 GREATER THAN 60 NOT SUITABLE NOT SUITABLE FlLTER LAYER 1.0 .7 Report s Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Legal Description: LOT 6, BLOCK 1, TUXEDNI PARK WEST i N \N LOT 7 I I VACANT LOT LOT 9 N 1 r I I / PROPOSED / RESIDENTIAL I I 'cb• WELL I I / '`�cPROjF I// / � I LOT 6 1 I PROPOSED / 92.7' ABSORPTION LOT 8 I I Ld FIELD do TAN I 1 ~ OUSE II o 11 11 II II I I LOT 5 VACANT LOT I II Page2 of 6 Date 5/15/05 Inspection Report L0 I- 0 41* ucc I • CE 580 1 ♦ r � �R7' �Mess+�.• DATE 1 �....•T.ze 105684 I F.B. NO. I SCALE: 1' 100'---]C. FILE 684SST3D Permit No. a Pe 3 of 6 Municipality of Anchorage 9 Department of Health and Human Services Date 5/16/05 ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 6, BLOCK 1. TUXDNIE PARK WEST SUBDIVISION NOTE: rnvr W QCU THE SLOPE OF THE GROUND WELL WITHIN 50' WESTERLY OF THE 11 1 J SEPTIC SYSTEM IS LESS THAN 207. RE f R SERE (A '0FORIFUTURE FA �. I LOT 6 SYSTEM INSTALL 50 LF. Cp 1 I I I BLOCK 1 A DEEP TRENCH ►� / MIN. � / y I' j��A_l 1;25C I �o I��VIE. I I I F ?�V�� 1 Co L1 • ! � // ��� INSTALL INSTALL ' �O• FOUNDATION I O'SSIN6 + 0'1 4i CO OFAt �♦♦ p.•. .;45�♦♦ N L♦i •:fir PLAN VIEW ;DENNIS EE H' sem:• CE 5807 i � Fiofess�.� DATE 1�lk�����7'.LG W.O. 05684 rV/tE 7-tb-ctf SCALE: 1" 30' C. FILE 684SST4D Page 4 of 6 Permit No. W.O. 05684 Legal Description: LOT 8, BLOCK 1, TUXEDM PARK HEST Date 5/16/05 NOTES: 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AS CURRENTLY AMENDED. 2 INSTALL NEW 1,250 GAL. 2 CHAMBER SEPTIC TANK AS SHOWN ON THE DRAWINGS. RECORD INLET AND OUTLET ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON UNDISTURBED NATIVE SOIL 3 SITE TOPOGRAPHIC SURVEY CONDUCTED BY DHI. EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS. 4 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. 5 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATERWAYS, SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. 6 CONTRACTOR TO NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE INSPECTIONS ARE REQUIRED. THE FIRST INSPECTION SHALL BE OF THE SUBGRADE PRIOR TO PLACING THE SEWER ROCK. THE SECOND INSPECTION SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, TANK, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD INSPECTION SHALL BE AFTER THE WORK IS COMPLET. 7 CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED -LINED, AS -BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F.2, 3, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF THE FINAL INSPECTION. INVERTS AND SWING TE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS. 8 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. 9 EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL SCARIFY SIDEWALLS. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL 10 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVET. ROCK SURFACE TO t 1' PRIOR TO INSTALLING THE PERFORATED PIPE. 11 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER -APPROVED EQUAL MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. (SEE NOTE 12) 12 ALL INSULATION BOARD SHALL BE 2' THICK DOW HI -35 INSULBOARD OR ENGINEER -APPROVED EQUAL CENTER INSULBOARD WIDTH OVER SEPTIC TANK. 13 GEOTEXTILE SHALL BE MIRAFI 1405 OR ENGINEER -APPROVED EQUAL LAP ALL JOINTS 2' MIN. 14 COVER THE DISTRIBUTION PIPE WITH MIN 2' SEWER ROCK, AND COVER WITH CEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL 15 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 16 SLOPE ALL FILL MATERIAL TO DRAIN AT 2X MIN. SLOPE, AND 3:1 MAX SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MUNICIPAL SPECS. Permit No. Page 5 of 6 Municipality of Anchorage W.O. 05684 Department of Health and Human Services Date 5/16/05 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 8, BLOCK 1, TUXEDNI PARK HEST PID No. • ORIGINAL GROUND ,�,h',' 9• FROZEN ORGANIC MAT REDDISH BROWN ORGANIC 2 SANDY SILT P GEOTEXTILE FABRIC 4----- r�? 4" PERFORATED PIPE 6 CRAY GRAVELLY SAND, CLEAN, " TRACE OF ROCK TO 3' • •'' ` OCCASIONAL BOULDER TO 12' O • Ln `� B .•. ;.,�, :•.• SEPTIC ROCK PER g M.O.A. SPECIFICATIONS 12 •' 13 e NO WATER TABLE io i TO SEASONAL HIGH 14 WATER LEVEL 15 t; 16 �<K:::: •• F. OFAI �*4 17 00 18 B.O.T. TRENCH SECTION TO BEDROCK OR IMPERMEABLE LAYER ��� ;DENNI D l� i 1��s.,••C s8 •� SCALE: NTS ••� Ee;� •':' DATE DHI CONSULTING ENGINEERS 800 E. DIMOND BLVD. SUITE 3-545 ANCHORAGE, ALASKA 99515 SOILS LOG—PERCOLATION TEST TEST HOLE LOG #6 PERFORMED FOR: ROGER CREMO DATE PERFORMED: 4/08/03 LEGAL DESCRIPTION: LOT 6 BLOCK 1 TUXEDNI PARK WEST W,D,, 02558 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 9' FROZEN ORGANIC MAT REDDISH BROWN ORGANIC SANDY SILT CRAY GRAVELLY SAND, CLEAN, TRACE OF ROCK TO 3' OCCASIONAL BOULDER TO 12' B.O.T. SLOPE DENt S Ddf�tlGh1 i "CE 6 ;',p, t4 ♦ SITE PLAN WAS GROUND WATER S ENCOUNTERED 4 NO L IF YES, AT WHAT 0 DEPTH v P DEPTH OF WATER E AFTER MONITORING 4 NO WATER DAA. 4/23/03 00m® mm PERCOLATION RATE:Sal_(MINUTESANCH.) PERCHOLE DIAMETER: 6* TEST RUN BETWEEN: - 4 FT AND 4.5 FT. COMMENTS SOILS PRESOAKED PRIOR TO STARTING TEST. NO WATER FOUND APRIL 2005 THRU JULY 2005 PERFORMED BY: L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE scHAnu� I iNc 558STR06