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HomeMy WebLinkAboutELMORE #1 BLK 3 LT 14Elmore #1 Block 3 Lot 14 #018-171-48 Municipality of Anchorage Development Services Department 6 e Building Safety Division . ¢ On-Site Water & Wastewater Program, 4700 South Bragaw St. E .. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SWO10127 PID Number: 018-171-48 Name' BRUCE & PAM MARKWOOD Wastewater System: ■ New ❑ Upgrade Y P9 Address: P.O. BOX 222166 ANCH. AK, 99522 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 244-8792 4 ❑Deep Trench ■Shallow Trench OBed ❑Mound 11 Other LEGAL DESCRIPTION Soll Rating: 1 2 originalr. Total Depth from o 7 d GPD/Sq. Ft, Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grode: Gravel depth beneath pipe: 3 14 ELMORE SEE DWG Ft. 1.97 Ft. Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG Ft. 2 ® 35' EACH (70' TOTAL)Ft. WELL: Grovel width: Number of lines: 1010ance between lines: 10+ III New ❑ Upgrade 5 Ft. 2 Ft. Classification (Private. A.B,C): Total Depth: Cased To: Total absorption area: Pipe matedal: PRIVATE 121 R. 121 Fl. 500 so. Ft. D 3034/ F-810 Driller: Date Drilled:Sialic water Level: Installer. TOM NELSON Date installed: 7/17/02 ALPINE DRILLING 6/29/01 18 a, Yield: Pump Set At: Casing Height Above Ground: TANK 15 GPM UNKNOWN Ft. 2 Ft. SEPARATION DISTANCES ■septic ❑Holding ❑S.T.E.P. 13 other To Septic Absorption Lift Holding Public/prNote Manufacturer. ANCHORAGE TANK Capacity in gallons: 1250 From Tank Field Station Tank S.eer Line. Well 100'+ 100'+ — — 25'+ Material: STEEL Number of compartments: 2 Surface water 100'+ loo'+ — — — LIFT STATION Lot line *1't *1'+ — — — Size in gallons: Monufgalurer: "Pump on" level at: Pump off al: High water alarm at: Foundation 5'+ 10'+ — — — Pump Make otlel: Electrical Inspection. performed by: Curtain Drain NO NOW KN Remarks: BENCH MARK Location and Description: * LOT LINE WAIVER IN EFFECT BOTTOM OF SEPTIC TANK ** EAST TRENCH WEST TRENCH Assumed Elevolion: 90A9 R, ENGINEER•SSEAL , I ! 4 ogoo�oo o 4� *T Inspections performed by: AKWWC, INC.Dates: 1st 6/14/01 .........................op 2nd 7/16/01 Q 3rd 7/17/01 e f y A. am ser �0 Development S prvlces Department Approval �' • -79 mf o ad dap h0o Reviewed and approved by: Date: b t (Rev. 12/01) ro f es 1 Vv PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW010127 018-171-48 — ALTERNATE SITE FOR A 13 X 12' ADVANTEX DRAINFIELD. WILL REQUIRE THE DRIVEWAY TO BE MOVED NEW WELL NEW 1250 GALLON SEPTIC TANK --I A B ST1 33.18 50.25 ST2 41.37 51.85 DBL1 43.91 52.18 DBL2 44.99 52.44 FS 45.84 52.46 C01 58.02 63.71 MT1 58.71 165.18 CO2 51.91 48.39 MT2 51.28 45.65 CO3 82.92 55.56 MT3 83.30 54.54 C04 84.39 67.40 MT4 84.78 68.52 ALTERNATE SITE FOR A 13 X 12' ADVANTEX DRAINFIELD. WILL REQUIRE THE DRIVEWAY TO BE MOVED NEW WELL NEW 1250 GALLON SEPTIC TANK --I NATRONA AVENUE 9/26/02 ern a a® 1e ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B - ANCHORAGE, AK 99504 * PHONE (907)337-6179 ` FAX (907)338-3266 DRAWN BY: e s G. • �• r ' = ' 1 30 NEW DRAINFIELD PAGE NUMBER: - 2 OF 3 .EGAL DESCRIPTION: - ELMORE SUBDIVISION; LOT 14, BLOCK 3 MT2 /D /; f.jMTJI / MT NATRONA AVENUE 9/26/02 ern a a® 1e ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B - ANCHORAGE, AK 99504 * PHONE (907)337-6179 ` FAX (907)338-3266 DRAWN BY: e s G. * :.. ............... .... y p J r Gam ss:' VO @ E— 3 •` a4'' 4�44o N ofesslor`O,�o�O �O 11 ;§' ' = ' 1 30 'REPARED FOR: PHONE NUMBER: BRUCE AND PAM MARKWOOD (907) 244-8792 PAGE NUMBER: - 2 OF 3 .EGAL DESCRIPTION: - ELMORE SUBDIVISION; LOT 14, BLOCK 3 YPE OF WORK: AS—BUILT DRAWING OF SEPTIC SYSTEM PERMIT NUMBER:p AS D PARCEL ID NUMBER: SWO10127 AS—B 018-171-48 INVERT OF BUNG AT INLET = 94.7— MT FILTER NEW 1250 GALLON SEPTIC TANK GRADE = 98.40 — 98.59 ORIGINAL GRADE _ 96.59 — 98.17 FILTER OF TANK AT OUTLET = 95.251 `INVERT OF BUNG AT OUTLET = GRADE = 98.58 — IIGINAL GRADE _ 16.59 — 98.17 0 4' INVERT OF PIPE 41. INVERT OF PIPE o o I 94.17 = 94.17 0 °o GROUNDWATER 0 87.117 -- 5--1 BOTTOM OF TRENCH = 92.20 �5 BOTTOM OF 0 0 NO BEDROCK EAST TRENCH I 10' WEST TRENCH TRENCH 92.20 0 °o RELATIVE ELEVATION I o° °oAT BOTTOM OF TH#2 85.67 RELATIVE ELEVATION NO BEDROCK AT BOTTOMOF TH#1 GROUNDWATER 0 83.17 = 82,87 it V DATE: ao�ipOp 10/7/02 o F 4 � DRAWN BY: O ... .. .... ALASKA WATER & WASTEWATER SCALE: B.S.G. *� . 4 �p0 CONSULTANTS, INC. N.T.S. 6901 DEBARR ROAD. SUITE 2B . ANCHORAGE. AK 99504 " PHONE (907)337-6179 ` FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q BRUCE & PAM MARKWOOD (907) 244-8792 3 OF 3 QO e e . G ness.- �0 y LEGAL DESCRIPTION: 7953 i0 ELMORE S/D; LOT 14, BLOCK 3; 04s App TYPE OF WORK: 4 �el r f ss,ono\ 00 PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM �Op FINAL GRADE = 98.20 — 98.42 TOP OF TANK AT INLET = 95.27 m INVERT OF BUNG AT INLET = 94.7— MT FILTER NEW 1250 GALLON SEPTIC TANK GRADE = 98.40 — 98.59 ORIGINAL GRADE _ 96.59 — 98.17 FILTER OF TANK AT OUTLET = 95.251 `INVERT OF BUNG AT OUTLET = GRADE = 98.58 — IIGINAL GRADE _ 16.59 — 98.17 0 4' INVERT OF PIPE 41. INVERT OF PIPE o o I 94.17 = 94.17 0 °o GROUNDWATER 0 87.117 -- 5--1 BOTTOM OF TRENCH = 92.20 �5 BOTTOM OF 0 0 NO BEDROCK EAST TRENCH I 10' WEST TRENCH TRENCH 92.20 0 °o RELATIVE ELEVATION I o° °oAT BOTTOM OF TH#2 85.67 RELATIVE ELEVATION NO BEDROCK AT BOTTOMOF TH#1 GROUNDWATER 0 83.17 = 82,87 it V DATE: ao�ipOp 10/7/02 o F 4 � DRAWN BY: O ... .. .... ALASKA WATER & WASTEWATER SCALE: B.S.G. *� . 4 �p0 CONSULTANTS, INC. N.T.S. 6901 DEBARR ROAD. SUITE 2B . ANCHORAGE. AK 99504 " PHONE (907)337-6179 ` FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q BRUCE & PAM MARKWOOD (907) 244-8792 3 OF 3 QO e e . G ness.- �0 y LEGAL DESCRIPTION: 7953 i0 ELMORE S/D; LOT 14, BLOCK 3; 04s App TYPE OF WORK: 4 �el r f ss,ono\ 00 PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM �Op Mayor Municipality of Anchorage AaL Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http:lhrww.d.anchorage.ak. us Permit Number: #SW 010127 Date of Issue: 5-22-01 Parcel Identification Number: 018-171-48 Date Started: 6-29-01 Date Completed: 6-29-01 Is well located at approved permit location? ® Yes ❑ No Legal Description: Elmore # 1 Blk 3 Lt 14 P -635A Property Owner Name & Address: Bruce & Pam Markwood 4451 Natrona Ave AK UVO 10 Borehole Data: Depth (ft) Soii Type, Thickness & Water Strata From To stick-up 0 2 Organic & silt 2 4 cobbley silty gravel wAldrs 4 37 silty gravel 37 100 gravelly silt 100 117 water sand & gravel 117 121 Method of Drilling ® air rotary ❑ cable tool Casing type: steel Wall Thickness: .025 inches Diameter: 6 inches Depth: 121 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 18 feet Pumping level: 121 feet after 2 hours pumping 15 gpm Recovery Rate: 15 gpm Method of Testing: air tiff Well Intake Opening Type: ® Open End �9 Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonite # 8 Volume: 1 bQ Depth: Start0 feet Stopped ± feet IIPump: Intake Depth feet Pmmn size hD Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: Clorine Tablets Comments: Well Driller: Alpine Drilling & Enterprises P O Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property naimar nr tha vian Aralar ehall nrnvida a mall Inn fn tha dant of Raulfh R, T4,,m-n Carv+raa within Fn dawc of rmm�latinn -7/�/, /2:30P^n MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial 730 Pm b:DbfA1 Date Issued: May 22, 2001 Expiration Date: May 22, 2002 Permit Number: SWO10127 Parcel ID: 018-171-48 Legal Description: Design Engineer: 0041 AK Water & Wastewater Consultan, Site Address: 004451 NATRONA AVE Owner Name: BRUCE & PAM MARKWOOD Lot Size: 36405 SQ. FT. Owner Address: 4451 NATRONAAVENUE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99516 - This permit is for the construction of: ❑✓ 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. 6-16-0/ SEE REViSeO I ►A7'X'fQ WELL LOC47-10a. 1), 4Ten t -o -a/ xtrAcfrro Received By: Issued By: Date: Date:.— ZZ —01 Municipality of Anchorage a<, • •`� i vin'. 9A Development Services Department Building Safety Division - t Onsite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR QA SINGLE FAMILY DWELLING Parcel 1.D. 018 — 171 – 46 Permit Number 5(.VO/0127 Properly owner(s) _ BRUCE & PAM MARKWOOD Day phone 243-5204 Mallingaddress (1)4451 N1}TRDN/} A4V1e. Mailing address (2) N/A iCode `l9S16 P- cel, Legal description (Lot, Block & Sub'd.) ELMORE SUBDIVISION• LOT 144 BLOCK 3 Legal description (Section, Township & Range) Lot Size OS Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only ❑ Well Only ❑ Sewer and Well E Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. ALASKA WATER_ &_WASTEWATER CONSULTANTS, INC. Permit Fees: �z `fyD - C<n Date of Payment: 5 y-! 1 Receipt Number: 1SC76% Waiver Fees:.$1/ 5 . `'" Date of Payment: 5 _ a R –of Receipt Number. q'741E ALASKA WATER & WASTEWATER CONSULTANTS, INC. April 27, 2001 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System Design for Lot 14, Block 3; Elmore Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Two test holes were excavated in the area of the proposed septic system. The proposed septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and dual five foot wide drainfields be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft should be used. FWIITt�[y :i7.Y[e7►ii a. Percolation Rate: 1.7 & 1.67 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft2 f. Total Depth: 6 feet (max.) g. Effective Depth: 2 feet h. Width: 5 feet i. Reduction Factor: 0.70 j. Minimum Length: 70 feet long (235') k Effective absorption area = 500 ft 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 3. SURFACE WATERS: The proposed septic system will be installed greater than 100 feet from Rabbit Creek. 4. TOPOGRAPHY: The area for the proposed septic system has a 5 to 10 percent slope. The trenches will be installed parallel to slope contours. As can be seen on the attached topograghy site plan there is a slope greater than 25 percent approximately 35 feet from the alternate site. We request that the 50 foot setback from this slope be waived to 35 feet. The porosity of the soil should insure rapid downward migration of the wastewater and minimal lateral migration. In short, there appears to be minimal risk in granting the requested waiver. 5, LOT LINE WAIVER: We request that your department issue a 1 foot lot line waiver from the south and east property lines to the proposed septic system. We are unaware of any adverse impacts this waiver would have on adjacent wells or septic systems. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your AcQictanrP E., M.S. NOTE: Attached is a site plan drawing, a design drawing, topograghy site plan, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com gY ° �h �/> _®_—___ SHOSHONI AVENUE _—___—___—_—_L- NATRONA AVENUE -------------- LOT 6, BLOCK 3 its /uo n,T�l� oF �C2F�K LOT 4, BLOCK 3 LOT 5, BLOCK 3 ELMORE S/D ELMORE S/D — — / PROPOSED WELL / ---- ------------------------- 1---- -- LOT15,BLOCK 3 \ L ELMORE G CREEK SETBACK f � � NATRONA AVENUE -------------- LOT 6, BLOCK 3 ELMORE S/D ---------------- I PROP^ED FOUR BUEDROOM G �/ Hq SE % LOT 13, BLOCK 3 i� ELMORE S/D PROPOSED }(�` SEPTIC SYSTEM. SEE PAGE 2 OF 2 FOR DETAILS j 1� 'H#1 TH#2 ----------- c� ?40-� LOT 4, BLOCK 5 LOT 5, BLOCK 5 ELMORE S/D ELMORE S/D ------------- ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD. SUITE 213 • ANCHORAGE, AK 99504' PHONE (907)337-6179 • FAX (907)33832 PREPARED FOR PHONE NUMBER: BRUCE MARKWOOD (907) 242-1819 LEGAL DESCRIPTION: ELMORE SUBDIVISION; LOT 14, BLOCK 3 TYPE OF WORK: SITE PLAN i/13/2001 WN BY: K.D.W. LE: 1" = 100, E NUMBER: 1 OF 2 j LOT 6, BLOCK 5 / ELMORE S/D r00. Q. 1 ADS 1 l 1 I 'am (. Garness; 7953 ' �;� ----- -I------ ----- ALTERNATE SITE FOR A 13'X 12' ADVANTEX OR BIOCYLE DRAINFIELD 100• NOTE: THE CONTRACTOR SHALL HAVE THE EAST \ AND SOUTH PROPERTY UNE, THE 100' CREEK SETBACK, AND THE NEW WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. INSTALL FOUNDATION CLEANOUT pROPOSM HAUS BEORpO INSTALL DOUBLE p CLEANOUTS INSTALL FLOW SPUTTER (FS) i- r / P{ r jMi / 1 r J / r o� � 1 I r I r r J r r r r � r rr r J L r r r Lam _ Ml .J MTL I 1 1' LOT LINE WAVER REQUESTED. GI A// NATRONA AVENUE 6/13/200 . , DRAWN BY: ALASKA WATER & WASTEWATER SCALE: K.D.W. 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, GE, AK 99504 -PHONE (907)337-6179' FAX (907)338-3 1 „ - 30 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRUCE MARKWOOD (907) 242-1819 2 OF 2 LEGAL DESCRIPTION: ELMORE SUBDIVISION; LOT 14, BLOCK 3 TYPE OF WORK: MODIFIED DESIGN FOR WELL LOCATION 1 1' LOT UNE WAIVER REQUESTED "PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 6 FEET DEEP, BY 5 FEET WIDE, BY 35 FEET LONG EACH. ADD 2 FEET OF CLEAN. WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO f ey Gar ...8 ...� 0@ C 953 opt Q� ®r_ ' •' c�G', _J I SHOSHONI AV UE I LOT 4, BLOCK I LOT 5, BLOCK 3 6, BLO 3 I i ELMORE SJD ! I ELMORE fD ff I i � I I LOT15 E a(ORE 5 , J V L i BLOCK 3 EL RE SfD QP0 T #TH2 A O AV U 4, K LOT BLOCK 5 L CK 5 I ELMORE S/D ELMOT ORE [ CL Z I i DATE: 4/19/2001 DRWN BY: D.W. SCALE: 1 " = 100' 6rDEBARRD,SUITE 2B •ANCHORAGE, AK 99504 • ONE (907)337— FAX (907)338-5246 PR PARED FOR g(a .fZ PHONE NUMBER. PAGE NUMBS : (907) 242-1 9 1 OF 2 E.L�Ji1> JL Fis,i'N. ------------------------ ELMOR SUBDIVI 14, BLOCK i TYPE OF W _ AOR- HIGA6--DR-AWING -_ -- ALASKA WATER & WASTEWATER CONSULTANTS, INC. 690PHONEARR ( 07) 337561 9 * FAX (907) ANCHORAGE,UITE 2B * 32469504 SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: ELMORE SUBDIVISION; LOT 14, BLOCK 3 PERFORMED FOR: LARRY LINDSTAM DATE PERFORMED: 12/1/99 (f et TEST HOLE #1 1 ORGANICS • •h GW •- ••: LOTS OF GM CL i • 0 SW IIIIIIIII " CH SM X Z OH ia, i.4r f"i4a*� sc ri 9-4-7,-,s:;'. DATE GP/SP WITH 12/1/99 ••: LOTS OF 10 cam:; COBBLES AND r*w� BOULDERS 11 12 13 14 DATE DRY 12/1/99 *• 12/9/99 15 ' •'� B.O.H 16 17 DEPTH TO GROUNDWATER DATE DRY 12/1/99 15.0' 12/9/99 12/2/99 — NO PRESQAK REQUIRED SITE PLAN 1" = 100' TH 1 TH#2 NATRONA AVENUE DATE READING CLOCK TIME I NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/2/99 — NO PRESQAK REQUIRED 1 4:18 — 6" — 2 4:28 10 1/8" 5-7/8" 3 4:28 — 6" — 4 4:38 10 1/8" 5-7/8" 5 4:38 — 6- 6 4:48 10 1/8" 5-7/8" 19� PERCOLATION RATE 1.70 (MIN./INCH) PERC. HOLE DIA. *10 (INCHES) 20 TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. COMMENTS: *UNABLE TO KEEP PERC CAVITY LESS THAN A 6 INCH DIAMETER DUE TO THE COBBLES. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMW PERFORMIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE:17-41444 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 90000pO° 6901 DEBARR ROAD, SURE 28 * ANCHORAGE, AK. 99504 !Co/. . PHONE (907) 337-6179 * FAX (907) 338-3246 O Qo SOIL LOG - PERCOLATION TEST �Q00 LEGAL DESCRIPTION: ELMORE SUBDIVISION; LOT 14, BLOCK 3 PERFORMED FOR: LARRY UNDSTAM . .. •... ......0 Q r y am s,:DATE p DEPTH et PERFORMED: 12/1/99 TEST HOLE 2 oO�O�fara�. —795 o\�c��Opp ORGANICS �tJ Profess[oro 1 77 _;:.•: 2 GP/SP SOIL CLASSIFICATIONS SITE PLAN =':r••• I" = 100' •: 3c>GW ORG GP ML 4' A •"' .: � GC OL ,.,,.• • o ,a ® SW MH ii *• 5 �•; •..•.: SP CH SM OH 6 • SC a� 7— GP/SP WITH DEPTH TO >;•'� LOTS OF GROUNDWATER DATE - COBBLES AND TH#2 8 ••• BOULDERS 1,1.5' 12/1/99 TH 1 9 11.0' 12/9/99 NATRONA AVENUE DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12:b•.•. 13 B.O.H. 14 15 18 17 18 19 PERCOLATION RATE 1.87 (MIN./INCH) PERC. HOLE DIA. •10 (INCHES) 20 TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. COMMENTS: 'UNABLE TO KEEP PERC CAVITY LESS THAN A 6 INCH DIAMETER DUE TO THE COBBLES. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFO ME IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON Z DATE: 1 TIME (MINUTES) READING (INCHES) 12/2/99 — NO PRESOAK REQUIRED 1 3:49 — 6" — 2 3:59 10 0" 6' 3 4;05 — 8" — 4 4:15 10 0' 6" 5 4:15 — 8" — 6 4:25 10 0" 6" 7 4:25 — 6" — 8 4:35 10 0' 6" 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.ci.anchorage.ak.us (907)343-7904 WR#: WRO10025 Date Received: 5/22101 Waiver Review Worksheet PID#: 018-171-48 HAM Legal Description: ELMORE #1 SUBDIVISION BLOCK 3 LOT 14 P -635A Engineer: JEFFREY A. GARNESS, PE Permit#: SWO10127 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, ALASKA 99504 Applicant: BRUCE & PAM MARKWOOD Waiver Requested: ABSORPTION FIELD TO EAST AND SOUTH LOT LINES OF 1 FOOT Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ................................................................ an.......... on. Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: SEE EA16jAEeR'S LEZEER OF-rksr/&, 71,9& a4r*Ea APR//_ 2 7, 2 00/ Date: .3'-- 2 2 — 0 By: 4914P Name of Reviewer ................................................................. No............ Rec#: 4748 Amount: $115.00 Date Paid: 5122/ 01 5/22/2001 Municipality of Anchorage George P. IViterch, Mayor Building Safety Division P.O. Box 196650 • 4700 S. Braga«- SLrect Anchorage, Alaska 99519-6650 • (907) 343-8301 h ttp: //«�rc. ci. anch oragc. uk. us Jeffrey A. Garness, PE Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Elmore #1 Subdivision Block 3 Lot 14 P -635A Waiver Request #WR010025 Parcel ID #018-171-48 Permit Number SWO10127 Dear Mr. Garness: n De purtment of Public Works Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, � Daniel J. Roth Civil Engineer On -Site Water & Wastewater Program Municipality of Anchorage l�2 Development Services Department Building Safety Division s ^ e On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak. us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 01r6- 171-149/� r Parcel I.D. HAA# !7%j ©a ©(p� 1 1. GENERAL INFORMATION Expiration Date: 3 S 3/,0.3 . Complete legal description ELMORES/D; LOT 14, BLOCK 3; Location (site address or directions) NATRONA AVE. Current Property owner(s) BRUCE & PAM MARKWOOD Day phone 243-5061 Mailing address 3103 LINDEN DR. 99502 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY.ENGINEER As certified by my seat affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe; functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all epplicabfWA4,unicipal and State codes, ordinances, and regulations in effect at the time of installation._'' Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, .INC. Phone 337-6179 Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 Engineer's Pr"rnted Name JEFFREY A. GARNESS, P.E. Engineer's Comments: _ In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations The reported results described the performance of the system under the conditions encountered at the time of the test and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements -of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory (� Manitenance Agreements Supplemental Engineer's Reort Other ed OFA rgy_ WATER AND vVAb I rvvm) -1 PROGRAM By: lv Original Certificate Date: la -31— 02— (Rev. 12101) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ELMORE S/D; LOT 14, BLOCK A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 6/29/01 Sanitary seal (YIN) YES Total depth 121 ft. Cased to 121 ft. FROM WELL LOG Date of test 6/29/01 Static water level 18 Well production 15 WATER SAMPLE RESULTS: Parcel ID: 018-171-48 Well Log (YIN) YES Wires properly protected (YIN) YES Casing height (above ground) 24 in. AT INSPECTION g.p.m. Coliform 0 colonies/100 ml. Nitrate 3.51 mg./L. Other bacteria 0 colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 12/11/02 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) YES . Depression over tank (Y/N) NO iZ 3v oL Date of pumping Pumper C. ABSORPTION FIELD DATA •BELOW FINAL GRADE Date installed 7/17/02 Cleanouts (YIN) YES High water alarm (Y/N) N/A gay /W c 4. CF—S L Poo L Date installed 7/17/02 Soil rating .p.d./ft r ft2/bdrm) 1_2 System type SHALLOW TRENCH Length 2 ® 35' EACH ft. Width 5 ft. Gravel below pipe 1.97 ft. Total depth 5.97 ft. Eff. absorption area 500 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — For 4 bedrooms Fluid depth in absorption field before test — in. Water added =gal. Elapsed Time: = min. Final fluid depth = in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) — Absorption rate >= New depth =in. If yes, give date D. LIFT STATION Date installed Size in gallons "Pump on" level at in. E. SEPARATION DISTANCES High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *1'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. / Engineer's Printed Name/ JEFFREY A. GARNESS Date 12/x4/ Od HAA Fee $ _375 — Waiver Fee $ Date of Payment 12_31_02L "02L Date of Payment Receipt Number Z36391 -Receipt Number (Rev. 12/01)/ R\6 1, 27'6`AJ 3( TH y ame C 795 - q -- 7 -15- N 8Y°¢G'9o'E 2x3,71 - /D'ur/L. C--SM'7- �) o rE rNexe Ex> s rs Iq AagrY /moor N/ioE mA- Nr 44SG4,tEM7' THE CE.v rE W/ -i /GH /i TNS Cc.N'rE/7 /�.9G$rr GREEk, —5- — I 4- Areq :36140.; s.�' F �\\N i' 3 3" z e Xr a 209-7 Al I hereby certify that I have surveyed the following described o� LOT 14, 8ZOe-,E -T, EZ-M©R45 ACO'no,v Na, I Anchorage Recording Precinct, Alaska, and that the improve- ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that sro improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon: Dated at Anchorage, Alaska This�dayof S/jNUF�jt Z06,5 FRED WALATKA & ASSOCi'ATES (907) 248-1666 Engineers and Surveyors l0 Q llo �9a' .o�• - I � a p o . N89`9" -�O'E 203.71 `ser sK�N t.rr 0 m M n ls/ATRo.+lq E, CP•1 T g /ter) F'Ro �o SEo c�au 7'ru ucTro N• -27-G/ �`� "Er 5e G'OK r4li6GEr' FAH x %'ROPER"( L/NE l5�cLkl'#,q 1-0-00 I hereby certify that I have surveyed the following described o� LOT 14, 8ZOe-,E -T, EZ-M©R45 ACO'no,v Na, I Anchorage Recording Precinct, Alaska, and that the improve- ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that sro improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon: Dated at Anchorage, Alaska This�dayof S/jNUF�jt Z06,5 FRED WALATKA & ASSOCi'ATES (907) 248-1666 Engineers and Surveyors