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Home My WebLink AboutTUXEDNI PARK BLK 3 LT 5Onsite File Tuxedni Park Block 3 Lot 5 #041-022-15 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211025 PID Number: 041-022-15 Dwelling: M Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name Gabriel and Jacenda Fletcher ABSORPTION FIELD ❑® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound ❑ Other Site Address 9730 Copper Drive, Anchorage Phone Number of Bedrooms 3 Soil Rating 1.2 GPD/SF JTotal depth from original grade 11.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.5 Ft. Gravel depth beneath pipe 7.0 Ft. Subdivision Block Lot Tuxedni Park 3 5 Fill added above original grade 0 Ft. Gravel length 35 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To From Septic Tank Absorption Field S Lift Station Holding i Tank I Sewer Line Total absorption area 490 Ft2 Number of trenches 1 Dist. between trenches Ft. Well 100'+ I 1001+ NA I NA 25'+ TANK ❑® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ I 100'+ NA ( NA Material Number of compartments Lot Line 10'+ 10'+ NA NA NA HDPE 2 Foundation 10'+ I 10'+ I NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer - — PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Drainfield 3034 CO/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 93 It Inspdection 1-' 4/20/21 Zed 4/21/21 3'd4/23/21 4` 4/26/21 Location and description Southwest Corner House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date `o v $�� B 9 ... �......... Steven R. annore 814 `�; ?��(•\�� Septic SystemLVIA Approved`Date Note: this approval does not include well permit requirements. DESIGN PARAMETERS PRIMARY Z RESERVE SEPTIC SYSTEM WATER LINE NO. BEDROOM: 3(450 gpd) TANK SIZE: 100Og PERC RATE: 3 MPI SOIL RATING: 12 GPD/SF AREA ROD: 375 SF SYS. TYPE: DEEP TRENCH 7.0'ED MIN LENGTH: 26.8 LF USED: 35LFx2.5'Wx7.0' E.D, 11.5' TD TOTAL AREA: 490 3F � ---- � ---- WELL nxmus ---- 3S ---- NEW ssPno ABBREVIATIONS rx rssr xnLc (p) pnnpnsso (c) sx/sT/wc co CLEAN OUT NO. ro roowoAnnw cLcAwoor 1111111111131 "1 FLOW SPUTTER MIT wow/ron ruec NO. r/p TYPICAL | DE K INSTALLED 10OOg SEPTIC TAN K (ON ILES) � ---- � ---- WELL nxmus ---- 3S ---- NEW ssPno ABBREVIATIONS rx rssr xnLc (p) pnnpnsso (c) sx/sT/wc co CLEAN OUT NO. ro roowoAnnw cLcAwoor rs FLOW SPUTTER MIT wow/ron ruec NO. r/p TYPICAL | DE K INSTALLED 10OOg SEPTIC TAN K (ON ILES) INSTALLED FOUNDATION CLEAN OUT j� I STA LLED WELL AND DOUBLE CLEAN OUT 3BR HOUSE SEPTIC AREA IN'STALLED PRIMARY I DRAIN FIELD (P) WITH MONITOR TUBE AND CLE Q,ESE�VE DRAIN FIELD"' Cl W SEPTIC AREA DRIVE DRIVE NOTES: PANNONE ENG SVC, LLC (C.I. 1088) P.O. BOX 1807 PALMER, AK 99645 0 A4,1""" REVISIONS DATE 0601.2022 RECORD DRAWING PHONE (907) 745-8200 FAX (907) 745-8201 SCALE TUXEDNI PARK, BLOCK 3, LOT 5 P.I.D. NO 041-022-15 PERMIT NO. 9730 COPPER DRIVE CE-il4g 211025 SITE PLAN ANCHORAGE, AK SHEET 1 OF 2 NOTES: PANNONE ENG SVC, LLC (Ci 0. 1088) I �4•(�G•• , IH •.* "��eV+Dti f7. ollnowe CE 8149 '•••• REVISIONS DATE 06.01.2022 RECORD DRAWING REV 1: 6/20/22 TUXEDNI PARK, BLOCK 3, LOT 5 GABRIEL & JACENDA FLETCHER 9730 COPPER DRIVE ANCHORAGE, AK SCALE NTS 041 5 DRAM, MMM SEPTIC LAYOUT PERMITT 1,10. td0. OSP211025 SNEER OF 2 Certified Drilling Log OWNER OF LAND: Gabe Fletcher ADDRESS: 9730 Copper Drive Anchorage, AK 99507 Bore Hole Data Depth From To LEGAL DESCRIPTION Tuxedni Park Block 3 Lot 5 DATE: 4-16-21 0 2 PERMIT NUMBER: OSP211025 DATE OF ISSUE: 2-8-21 TAX IDENTIFICATION NUMBER 04102215000 Is well located at approved permit location: ®Yes [—]No4 Method of Drilling: Mair rotary ❑cable tool Depth of Well: 173 Casing Type: Steel Wall thickness ,250 inches Diameter: 6 inches, depth 173 feet Liner type Static Water Level: 40 feet Recovery Rate 10 ® gpM ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: 2 4 29 29 78 78 82 82 130 130 169 169 173 Casing Stickup Overburden Silty Sand & Gravel Tight Silty Sand & Gravel Silty Sand & Gravel Wet Tight Silty Sand & Gravel Silty Sand & Gravel w/ Clay Sand & Gravel Water Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. Pump Installation Log Well Drilling Permit Number: SW OSP211025 Date of Issue 2-8-21 Parcel Identification Number: 04102215080 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. (40, i " Anow— Aw a Of = w Q6� e mu > oj 70v D a O (3) 0- u 0 LL 0 U 0 -T @ Lu Q) Lli u � 0- < a- (1) on(13 Lj -0 (D u 0 C C: s c .0 u U E Z:D c i (n 0 4,� Lo Q) ZO U Q) C E- 5' cu ')=3� 0 > Z, (-- Ln L 0 t6 Q. f6 0 C D N C N C z < t� 2-'- --j u > -0 > L < :3 z 0 (u C) < J-- 0 < 0 0 -E 0 � 6 (D cc: z w 0 Lj z c Z— — U M LD (1) Q) 'n 7E N0 Lf) > :D c cr > u 1)0 Ln x -E w ,--• -0 u 0 O -j Ln 6j vm -I cr < < cn Z E 0 > 0 0 cc 0 r -j > W < b 1-1 0 Q z rq U- rrJi ON UJ Cc5 < ?: co < < 2 cr U 0 41 co 0 c) cc 0 Anow— Aw Of = w Q6� e Aw MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP211025 Work Type: WellSeptic Initial Tax Code Number: 04102215000 Site Legal Address: TUXEDNI PARK BLK 3 LT 5 G:2042 Site Mailing Address: 9730 Copper DR, Anchorage Owner: FLETCHER GABRIEL & JACENDA Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: cnt of f+ v Department 2/8/2021 2/8/2022 134500 Q Private Well ❑ Water Storage 3 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 1 Special Provisions: A minimum 20 inch manway riser is required to the first compartment of the septic tank. P - I 'C re- to cad- -J . bJ `db ' Sep j^rr,-1 4-v ST � L D j'1 0- 16 7- /0 r,`o �o C�--1, fy. PIn C L 11-2o aa�1 Received By: Issued By: _ lwl_6� ( �� Date: Date: MUNICIPALITY BRAG Community Development Departments Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 041-022-15 Property owner(s) Gabriel & Jacenda Fletcher Day phone Mailing address 1601 Banister Drive, Anchorage, AK 99508 Site address NSN Copper Drive Legal description (Sub'd., Block & Lot) Tuxedni Park, Block 3, Lot 5 Legal description (Township, Range & Section) Lot Size 134,500 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X Septic Tank 19Upgrade El(w/wo ADU) Holding Tank ❑ Renewal ElDuplex (D) ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. G—� (Signature of property owner or authorized agent) Permit/Rush Fees: $820 Waiver Fees: Date of Payment: Z { y /Z. I Date of Payment: Receipt Number: 012-266- Receipt Number: Permit No. OSP211025 Waiver No. Permit App_.;- : . _..:c MNA Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(�panengak.com April 19, 2021 Subject: Tuxedni Park, Block 3, Lot 5 Septic System and Well Permit Request Design Narrative This is a design narrative for a permit to install a new septic system and well to be issued for this property. The proposed systems will serve a proposed three bedroom (3) bedroom house. Currently the lot is undeveloped. This lot and the surrounding developed lots are or will be served by private wells. Required separation distances to wells will be maintained. 1. Soils. Two test holes were performed by PES in October of 2020 and April of 2021 and groundwater was monitored for 7 days. No groundwater was observed. Based on the results of the percolation tests and overall soils appearance as found by PES an application rate of 1.2 gallon/day/square feet was used for a conventional wastewater system. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the northeast to the southwest in the area surrounding the septic system at approximately 20%. The slope downhill of the system ranges from 20%- 45% and was field verified. No part of the slope exceeds 45% within 100' of the proposed system. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from II On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Steven R. Pannone, P.E. Cvlailing: P.O. Box 1807, Palmer, AI( 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 DESIGN PARAMETERS PRIMARY / RESERVE SEPTIC SYSTEM NO. BEDROOM: 3(450 gpd) TANK SIZE: 10OOg PERC RATE: 3 MPI SOIL RATING: 12 GPD/3F AREA RQD: 375 SF S,3. TYPE: DEEP TRENCH 7.0'ED MIN LENGTH: 26.0 LF | 35LFx2.5\0x7.0' E.D, 12.0' TD TOTAL AREA: 490 SF mr MONITOR TUBE NO. TYP TYPICAL yV __ WATER LINE WELL RADIUS ---SS --- NEW SEPTIC ABBREVIATIONS /x rcsr *oLc (p) pnoposco (c) sx/snwc CO CLEAN our NO. FC rouwoAnow CLEANOUT rs rLow spuncn mr MONITOR TUBE NO. TYP TYPICAL INSTALL FOUNDATION CLEAN OUT AND DOUBLE CLEAN OUT SEPTIC AREA PRIMARY/RESERVE DRAIN FIELD (P) WITH MONITOR TUBE AND CLEAN (ON PILES) OUT AT EACH END HOUSE TH — 2—\`1 SEPTIC AREA wol DRI NOTES: PANNONE ENG SVC, LLC (CJ. 1088) P.O. BOX 11807 PALlk.iER, AK 99645 O—A4,q" 1 REVISIONS DATE 4/19/2021 CHANGE ORDER TUXEDNI PARK, BLOCK 3, LOT 5 P.I.D. NO 041-022-15 NSN COPPER DRIVE SITE PLAN ANCHORAGE, AK SHEET 1 OF 3 NOTES & SPECIAL PROVISIONS: 1 1. SCOPE AND SPECIFICATIONS: 1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE, 1.3. SCOPE OF WORK: INSTALL NEW 1000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 1.4. GROUNDWATER WAS NOT ENCOUNTERED TO DEPTH OF 18.0 BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18.0 BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 1.5. STRUCTURES DEPICTED ON THE�TE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER: A PLOT PLAN DEVELOPED BY RLS: OR A SURVEY AS -BUILT. 2. CONSTRUCTION SPECIFICATIONS: 2.1. 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 2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. 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. 2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO t1" PRIOR TO INSTALLING THE PERFORATED PIPE. 2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM 03034 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. 2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 2.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 27 MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT B" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING,. MIDDLE AND END OF SYSTEM. 2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIS OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 3. CONTRACTOR RESPONSIBILITIES: 3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS. PIPE ELEVATIONS, AND TANK ELEVATIONS. 3.6. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION. TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TEST HOLE I 'OPSOIL SOILS LOG )RGANICS .OAMY SILTY ;AND SILTY GRAVEL \ND SAND WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? —NA—' DEPTH TO WATER AFTER MONITORING? -DRY DATE: 28OCT2020 SOIL TEST RESULTS ANALYSIS • PERCOLATION RATE 5.2 (min/inch) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 4 FT AND S FT. COMMENTS: Test hole excavated by WILLOW RIDGE CONSTRUCTION. PERFORMED BY: PIES. ICERTIFY THATTHISTEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. DATE PERFORMED: 21OCT2020 READING.. --DATE— NET TIME WATER —LEVEL— READING NETDROP--(MPI) RATE 1 21OCT2020 6.57 TUXEDNI PARK, BLOCK 3, LOT 5 GABRIEL & JACENDA FLETCHER..... NSN COPPER DRIVE ANCHORAGE, AK 2 25:28 MIN 12.57 6.00' 4.2 3 NOTES SOILS LOGS''.`.....,..,- 6.57 PERMIT NO. OSP211025 4 10 MIN 8.90 2.33" 4.3 5 6.57 6 10 MIN 8.49 1.92' 5.2 7 6.57 8 10 MIN 8.48 1.91' 5.2 9 6.57 10 10 LAIN 8.46 1.89' 5.3 11 6.57 12 10 MIN 8.48 1 1.91 1 .2 NOTES: Pp,NNONE ENG SVC LLC y(C.I. 1088) PHONE 907 7458200 LPANIER, AK FAX (907)9645-8201 .� """AI =y�?�� of A4..... .1s, . = •, 6Laven R. nnona e CE -81499 •_•o -i !Y I,°RyS1a+a- REVISIONS DATE SCALE19/2021 CHANGE ORDER TUXEDNI PARK, BLOCK 3, LOT 5 GABRIEL & JACENDA FLETCHER..... NSN COPPER DRIVE ANCHORAGE, AK NTS P.LD. NO 041-022-15 DRAWN oRM NOTES SOILS LOGS''.`.....,..,- PERMIT NO. OSP211025 SHEET 2 OF 3 F TEST HOLE 2 OR TOPSOIL SOILS LOG 1 ORGANICS 2 SM LOAMY SILTY SAND 3 4 5 6 7 9 10 SAND WITH SM/GM TRACES Of 11 SILT AND GRAVEL 12 13 SOIL TEST RESULTS/ANALYSIS WAS GROUND WATER 14 ENCOUNTERED? N PERCOLATION RATE 3.0 (minlinch) • PERC HOLE DIAMETER 6" 15 IF YES, AT WHAT TEST RUN BETWEEN 5 FT AND 6 FT. DEPTH? -NA-' 16 DEPTH TO WATER AFTER t7 MONITORING? -DRY 18 DATE: 19APR2021 BOH 19 DATE PERFORMED: 12APR2021 COMMENTS: Test hole excavated by GROUNDBREAKERS CONSTRUCTION. PERFORMED BY: PES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC LLC (C.I. 1088) .` ` "at, REVISIONS DATE CHANGE ORDER P.O. BOX 1807 PALMER, AK 996�S '�E OF A��s, 4/19/2021 PHONE (907) 745-8200 FAX (907)- 745-8201 SCALE NTS TUXEDNI PARK, BLOCK 3, LOT 5 .1 ..... P.1.D. NO DRAWN DRM GABRIEL & JACENDA FLETCHER etc R. 041-o22-1s %,��'. CE-; 149 PERMIT NO. NOTES SOILS NSN COPPER'DRIVE" / '�y� ��, OSP211025 ANCHORAGE, AK gE,slaul- SHEET LOGS � .......... 3 OF 3 WATER RATE READING DATE NET TIME LEVEL NET DROP (MPI) READING I 12APR2021 4.71 2 72 MIN 10.71 6.00' 2.0 3 4.71 4 10 "IN 8.96 4.25' 2.4 5 4,71 6 10 MIN 8.50 3.79" 2.6 7 4.71 8 10 ldlN 8.15 3.44" 2.9 9 4,71 10 70 htlN 8.07 3.36' 3.0 t 1 4.7 7 i2 10 MIN 8.05 3.34' 3.0 8.05 3.34' 3.0