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HomeMy WebLinkAboutMCMAHON BLK 3 LT 2McMahon Block 3 Lot 2 #017-042-02 f; 1 MAR Municipality of Anchorage Page of 1 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 �n-Site Wastewater Disposal System p(nd/or Well Inspection Report -P' Number: _SLs Name: I Wastewater System: ba New El Upgrade F'lo d Lindbloom ddress: ABSORPTION FIELD 1330 E. Huffman $454 99515 Phone: 345-8439 J1Nd of Bedrooms: 3 X Deep Trench ❑ Shallow Trench E) Bed ❑ Mound ❑ Other LEGAL ESCR PTION Q- Soil Baling Total Depth from original grade: 1a•5 11EE' , 0.45GPDis .F1. Lot: Block: Subdivision: : Depth to pipe boltoin from originGravel depth beneath pipe 2 3 McMahon Subd. 3.41 =FL 8. 9 Ft. Township: Range. Section: Fill added above original grade: kj Gravel length: —_— __— —_— f -D -V Ft. 78 Ff. WELL: ®New EJ Upgrade Gravel width: 3 Number of lines: Distance between lines: R. Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Private 82 rt 82 Ft. 1388SD. Ft. PVC 3034 Driller: Dale Drilled: Slalic Water Level: Installer. Date installed: Alphine Drilling 7_27-95 46Ff. CA Excavating B-15-95 Pump Set at..Casing Height Above Ground: TANK 12GPM 80 FI. 2Ft. SEPARATION DISTANCES W Septic o tlolding ❑ S.T.E.P. To Septic Ahsorpuoo Liu wotdin9 Puh[WPrivaln Manufacturer. _ Capacity in gallons: From Tank Field Station Tank Sewer Lines Anchorage Tank 1000 Material: Number of Compartments: Well 103' 114' 87 Steel Surface --- --- LIFT STATION Water, Lot Size in gallons: Manufacturer: Line 60' 22' --- --- --- --- - --- "fungi on level al: "Pump oft" level at: High water alarm at: foundation 20 r 50 t Curtain --- --- ___ _-- —__ Pump Make & Model Electrical Inspections performed by: --- Drain --- BENCHMARK Remarks: l wren r ,� V rut - Location and Description:�� Top of Rebar, P.C. Curve Avu ryle&= e_N6Ttf en=' along Huffman Road. N.E.) Assumed Elevation: .�-. 100.00 Ff Erq�"�ige •al aW�6? P Q• ,F 'T'� Inspections performed by: Laurie Kozisek, P.E. Dates: 1st 8-14-95 O 2nd. 8_ 15-95 Department of Heal h and Lrvices approvalReviewed by'- J%1, 'Date-.--. �� :�261' __ and approved 72.0131Mv 9911 r.1nq 74 'V Permit No. SW 950168 Page 1 of 5 W.O. 95197 Municipality of Anchorage Date 8-15-96 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 Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. DRAWING TIES REWRD DRAWING HOUSE LOCATION & SWING C N TIES PER SURVEY PROVIDED BY D 63.0 COOPER AND COMPANY DATED HUFFMAN ROAD 39.6 7-25-96. F 38.9 44.0 G 95.8' S89`45'22"W 100,.0' T3BM 30.8 35.6 111 \0 27.6 J 75.2 58.3 SLOPE '96.0' Q Ld 101.6' 101.4' W TH#1 ®94.8' 0 > Q W91.4 INV. C.O. INSTALLED 78' DEEP TRENCH � X82.5 INV. M.T. SEE DETAIL 1/2 -SHEET 3 C.O.D Y LL! F 91.4 INV. W w CL C.O. (_0 W O N J O � It � U O ®TH#3 ®TH#2 O p INSTALLED E& 97,2' O O 1000 GAL. TANK • 93.5 INV. O (n INLET= 94.0'- in 0 OUTLET= 93.8' Of GROUND= 98.5' H SEE DETAIL 2/3 fY LL_ 94.9 INV. I FOUNDATION CLEANOUT *98.3' •LATH , LATH, SOUSE SCALE: 1"= 30' OF qC tv �� Ar • •� /r 9TH 0 # :09 :00000 0000- •• ••• �• /•00:•0 000• 00 •• 0:0000 i *,DENNIS E HIGH• � g '� �s �.• CE 7 �•� psi '���re'b•••••••00\�� 100' PROTECTIVE WELL RADIUS WELL �� dProfess 01 00 �e�q'Ism DATE DRAWING TIES POINT A B C 62.2 82.9 D 63.0 83.6 E 39.6 44.5 F 38.9 44.0 G 36.5 41.0 H 30.8 35.6 I 13.5 27.6 J 75.2 58.3 LEGEND EXISTING NEW DESCRIPTION ® CLEANOUT • MONITOR TUBE X98.3' SPAT ELEV. ® TEST PIT LARGE SPRUCE DIRECTION OF DOWNHILL SLOPE Permit No. SW 950168 Page 2 of 5 W.O. 95197 Municipality of Anchorage Date 12-7-95 Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. —ORIGINAL _ GROUND TH#2 z 4 2 3 T./.:/ 20 4 5 f.QzG f:.:/ 6:../ 7 Do 10 12 0y( 1 f:fd 13 /',':/ 14 15 16 /0 'x /. 17 18 CLEAN FINISHED GRADE— FILTER FABR MIRAFI 140S OR EQUAL— SEWER ROCK PER MOA SPECS 82.5 91.4 a --AIRTIGHT CAP —4' PERFORATED PVC PIPE MONITORING --"/ TUBE D E E P T R E N C H S E C T 1 0 N SCALE: NTS 41=[41EOIJ:i67D�:7_A7jIk' 1 2-013 A (2/91) MOA 25 197CSP2D Permit No. SW 950168 Page 3 of 5 W.O. 95197 Municipality of Anchorage Date 8-15-96 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 Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. I FOOTI CLEANOUT \ FINAL GRADE 23' 2" I l 94.0 20' ® 7.0% CLEANOUTS MONITORING TUBE TION SET 6" ABOVE TANK AT FIELD 1 78' LEACH FIELD S E P T I C T A N K P R O F I L E SCALE: NTS 2-013 A (2/91) MOA 26 197CSP60 MI Permit No. SW 950168 Page 4 of 5 W.O. 95197 Municipality of Anchorage Date $-15-96 Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. NOTES: 1. CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE. 2. INSTALLED 1000 GALLON SEPTIC TANK, EXPOSED FOR ENGINEER'S INSPECTION. 3. CONTRACTOR NOTIFIED THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM MINIMUM OF THREE SITE VISITS WERE MADE. THE FIRST VISIT WAS FOR THE SUBGRADE, PRIOR TO PLACING SEPTIC ROCK. THE SECOND VISIT WAS FOR AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD VISIT WAS FOR AFTER THE WORK WAS COMPLETED. 4. FACE OF TRENCH WALL WAS SCARIFIED BEFORE PLACING SEWER ROCK. 5. ALL PIPE IS PVC CONFORMING TO ASTM D3034. ALL JOINTS WHERE SEALED WITH APPROVED GLUE. CLEANOUTS INSTALLED AT THE ENDS OF THE TRENCHES. 4" MONITORING TUBE INSTALLED AT END OF THE TRENCH, WHERE SHOWN ON PLANS. 6. MINIMUM SOIL COVER WAS 4'. 7. A GEOTEXTILE FABRIC, WAS INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL, ALL JOINTS LAPED. 8. BACKFILL MATERIAL SLOPED TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE SYSTEM DOES NOT OCCUR. THE FILL WAS LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. TOPSOIL & SEEDING TO BE COMPLETED IN SPRING. rnr.vnv vr1MVT1riNU 72-013 A (2191) MOA 25 197CSP3D Permit No. SW 950168 Page 5 of 5 W.O. 95197 Municipality of Anchorage Date $-15-96 Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 ° Anchorage, AK 99519-6650 0 Tel: 343-4744 On—Site Wastewater . Disposal System/Well Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. ♦• ' SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 3 2. USE DEEP TRENCH SYSTEM 1 3. ABSORPTION AREA = (3 BEDROOMS)(150 GPD/BR) 0.45 3 - (3)(150) = 1000 SF IN0159 4. AS -BUILT DEPTH OF GRAVEL= 8.9' 5. AS -BUILT LENGTH OF TRENCH= 78' 6. ABSORPTION AREA- DEPTH X LENGTH X 2- 1388.4' PERCOLATION RATE PIT & TRENCH MOUND & BED APPLICATION RATE APPLICATION RATE 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 1 0.3 GREATER THAN 60 NOT SUITABLE NOT SUITABLE FILTER LAYER 1.0 .7 72-013 A (2/91) ACOA 2 lv/w W % r^_. ..+� .tir,r+ . .v Q...».. .a. TJ.i•r._ Ti:-µ_ <. h.., w,�w ... .... ..... .. 1 T `V 1 a i srATs or ALASKA ' DEPARTMENT OF N4ITURAL RESOURCES DlVIS1ON OF MINING & WATER MGMT WATER WELL RECORD LOCATION QF VVILL RonOUCH SU9�0{N,i,SljON LOT LLOCK M13"tAN aEorlCir OTIM SECTION T sIN OF i M(, ► 1(�ft�yl ❑S ❑W LOCATIONISKETCH: WELL OWNER. . d LINdb100r .. D round surface DEP?HS MEASURED FROM:�Cesinp top 8 WELL DEPTH: DATE OF COMPLETION it Depth of hots: t BOREHOLE DATA: Depth Depth of casanQ—ttl Material Type and Color From To DEPTH T STATIC WATER LEVEL: r (f � � J It below Q•top 6f1 casing ❑ground surface y'♦J' METHOD OF DRILLING. air rotary D cable tool 11 other USE OF WELL.%A domesdc ❑ Irelgation D monitor (rt e;vfPv d public supply CI other CASING STICK -U " < 1t. Diam: in. to 1t C` Cit �q WELL INTAKE OPENING TYPE: open end D screened ❑ petf"ated C open hale a q Depths of openings: to 1t r•�+•• 14�f4 • SCREEN TYPE. ft SlotlMesh Size: Length:GRVEL RECEIVED top: Volume used!K'tYP>`: Depth to NOV 5 1996 GROUT TYPE: Volume: Depth: Iram ft to ft Municipalit of Anchorage DEVELOPMENT M OD: ,P Health 8 Human Ic ervices Duration PUMPING LEVEL AND YIELD: ft after, hrs pumping .rte- gpm PUMP INTAKE DE"14t ft Horsepower: __..... WELL DISINFECTED UPON COMPLETION? D YES D NO CONTRACTOR INFORMATION. REMARKS: Register Business Marne PLEASE' MAIL WHITE: COPY OF LOG TO: &na"e ��� �� DNRIDIVISION OF MINING & WATER M©MT of A t or ze es en ve ere PO BOX 107005 ANCHORAGE AK 89510-7005 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950168 DESIGN ENGINEER:DHI ENGINEERING OWNER NAME:LINDBLOOM FLOYD & MARIA OWNER ADDRESS:1330 E. HUFFMAN ROAD 4454 ANCHORAGE, ALASKA 99515 PARCEL ID:01704202 LEGAL DESCRIPTION: MCMAHON BLK 3 LT 2 LOT SIZE: 32467 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 t SA DATE ISSUED: 7/18/95 EXPIRATION DATE: 7/18/96 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PR(IVTgT()NR RECEIVED B ISSUED BY: DATE: DATE:- 7 / , 7r 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 O'n—Site Waste water Disposal System/ Legal Description: SITE NARRATIVE Page 1 of 1 Date 7-18-95 Lot 2 Block 3 McMahon Subdivision is bordered on all sides by developed lots. The lots to the west and south are immediately adjacent to the subject lot. The lot to the North is separated by the 100' Huffman Road right—of—way and the lot to the East is separated by the 60' Furrow Creek Road right—of—way. Lot 2 is undeveloped and the septic system design is based on a three bed room single family house as shown on the drawings. rk XW1 The lots to the South and West have well radii that encroach on the subject lot (lot 2). The proposed well will be located along the south property line. Its well radius will only impact the lot to the South. streams or drainage The proposed well location on lot 2 will not have a negative impact since it is located near the existing well and does not result in any additional restriction on the south lot. SEPTIC SYSTEMS: The lots on all sides have existing septic systems. These septic systems will not pose any restrictions on the proposed well on the lot 2. The proposed septic system on lot 2 will not affect the future placement of septic systems on any of the surrounding lots. The drainage in the area is generally from east to west. Lot 2 has a gentle slope from east to west. The lot can be graded to prevent any ponding of water over or around the proposed well or septic system. There are no cut banks, streams or drainage channels (other than along the existing streets) on the lot. All disturbed areas will receive top soil and seeding to prevent soil erosion. r OF At AM •+ %DENNIS DEEIGH ¢i / 9% �•� CE 5807 OCA �� d profess%Q 40" DA.E W .O. 95197 rr.fn]. j,4 u . i )U HA Ll trte_: I N �I }} /1 FILE iPyI / U[�1t9sl u Permit No. Page 1 of 7 W.O. 95197 Municipality of Anchorage Date 7-14-95 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/ Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. ? PROPOSED HOUSE LOCATION PER PLOT PLAN BY BRIAN COOPER 5/1/95. PROPOSED ELEVATIONS: FINISHED FLOOR 101.0' BOTTOM OF FOOTING 95.0' FINISHED GROUND 99.5'. ANY CHANGES TO ELEV. OR LOCATION OF HOUSE MUST BE COORDINATED WITH SEPTIC DESIGN. HUFFMAN ROAD 95.8' S89`45'22"W 111.89' °96.0' HORIZ.CONTROL ' POINT NORTHING EAS LU W CLEANOUT d O 1- A °98.33 200.0 20 B °98.8' 170.0 23 C TH#1 67.1 22 D 628.3 DOWNHILL fY SLOPE 158.9 - W F 107.1 180.1 G 112.3 209.7 H V 67.1 150.1 HUFFMAN ROAD 95.8' S89`45'22"W 111.89' °96.0' LEDGEND Q PROPOSED I DISCRIPTION W CLEANOUT d O • Ex °98.33 O SPOT ELEV. Q °98.8' TEST PIT j TH#1 Q%94.8' DOWNHILL fY SLOPE W CA W LL, V \ IL O W M - �RJST'ALL 4p 1000 GAL. TAW LET= 94.3' • Q OUTLET= 94.3' �c6►A`"SraFJ' ASEEUDETAILL2/3 LEDGEND EXISTING PROPOSED I DISCRIPTION Ag CLEANOUT d O • MONITOR TUBE °98.33 O SPOT ELEV. N °98.8' TEST PIT LARGE SPRUCE DIRECTION OF DOWNHILL SLOPE N I I 100.0' TBM , 34� °101.6' INSTALL 63' DEEP TRENCH SEE DETAIL 1/2 �6.5' T PROPOSED HOUSE B i 101.4' CLEANOUT i \ 18.0' '98.3' C 0100.0' ATH LATH SCALE: 1"= 30' PROPOSED 100' PROTECTIVE WELL RADIUS .M • Ar .4 TH *DENNIS D,E'f�HIGHo �� •►• CE 7 •••' 1 'C� • `��P�e••••••••••••& 4% d profesa\00 • DATE ,TAIL's 7-1Y�l 2-013 A (2/91) MOA 25 197CWID w '97.4' O TH#2 M. 97.2' G c.. d O 01.3' p O N °98.8' CLEANOUT i \ 18.0' '98.3' C 0100.0' ATH LATH SCALE: 1"= 30' PROPOSED 100' PROTECTIVE WELL RADIUS .M • Ar .4 TH *DENNIS D,E'f�HIGHo �� •►• CE 7 •••' 1 'C� • `��P�e••••••••••••& 4% d profesa\00 • DATE ,TAIL's 7-1Y�l 2-013 A (2/91) MOA 25 197CWID Permit No. Page 2 of A 7 W.O. 95197 Municipality of Anchorage Date 7-14-95 Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/TAT » insp + Rp„cwt— Legal Description: LOT 2 BLOCK 3 MCMAHON SUBD. PID No. ? FINISHED GRADE — SEE NOTE 15 & 17 CLEAN OUT ORIGINAL AIRTIGHT CAP GROUND MONITORING TH#2 BACKFILL—SEE TUBE r NOTE 15 1 INSULATION, IF NEEDED j` o FILTER FABRIC SEE NOTE 13 i z MIRAFI 14"' OS 2 d w OR EQUAL 3 7777 4 'D !:% f PVC PE PRPE RATED o 6 7 f}�I SCARIFY WALLS SEE NOTE 9 i. . 10 SEWER ROCK PER MOA SPECS SEE 11 NOTE 10 12 3'% D E E P T R E N C H S E C T l 0 N 1 14 /.o _o < SCALE: NTS 2 15 'l' 4W 0 A �e �E 4....44 q/ ' \ • .• T :� �:. 17/ 0 6604 606 00 060 •4 ../. ,•.•6 N• •• • - 0004 18 le �DENNIS DE GHQ o� #9 °•• CE 5 •�°' c� 19 • •��o �r� ••0••• e••••� " 20 ILII 14; Profess,o 2-013 A (2/91) MOA 2 19706°20 Permit No. Page 3 of 1Q, r7% W.O. 95197 Municipality of Anchorage Department of Health and Human Services D°te 6-27-95 ENVIRONMENTAL SERVICES DIVISION P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. CLEANOUT CLEANOUTS J \ FINAL GRADE RIDGE PROPOSED 97.2 FOOTING 97'5 20' BACKFILL RIDGE AREA TO PREVENT 95 0 94.5 MIN. PONDING OVER TANK OR PIPE 93.5 94. SEPTIC TANK PROFILE 2 SCALE: NTS 3 s� OX14+ •� TH •. 00 s*so 9 .. .3 • .o ,_DENNI D IGH* ¢i / �♦ 4 °•� C 5 7 ••• ^i c1 Ar 'is i� , DATE 069*90 7 Y 2-013 A (2/91) WA 2 1976 6D Permit No. Page 4 of Municipality of Anchorage W.O. 95197 Department of Health and Human Services Date 6-26-95 ENVIRONMENTAL SERVICES DIVISION P.O. Boa 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/ Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. NOTES: 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE UTILITIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS, 2. INSTALL 1000 GALLON SEPTIC TANK, KEEP EXPOSED FOR ENGINEER'S INSPECTION. 3. ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. 4• CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATER WAYS, SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. 5. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH. CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION. 6. NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRADE, PRIOR TO PLACING SEPTIC ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD VISIT SHALL BE AFTER THE WORK IS COMPLETED. 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 VISIT. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWING TO DHHS. g_ 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. f97CS°JD Permit No. Page 5 of $- 7 W.O. 95197 Municipality of Anchorage Date 6-26-95 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/ Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. NOTES: 9. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. FACE OF TRENCH WALL SHALL BE SCARIFIED BEFORE PLACING SEWER ROCK. 10. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO f 1" PRIOR TO INSTALLING THE PERFORATED PIPE. 11. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER -APPROVED EQUAL. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE. CLEANOUTS SHALL BE INSTALLED AT THE ENDS OF THE TRENCHES. 4" MONITORING TUBES SHALL BE INSTALLED AT EACH END OF THE TRENCH, WHERE SHOWN ON PLANS. 12. COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, BEFORE PLACING INSULATION, GEOTEXT!LE, BACKFILL, AND TOPSOIL. 13. MINIMUM SOIL COVER SHALL BE 4'. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR ONE FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF TWO FEET OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK POLYSTYRENE, DOW HI -35 OR ENGINEER -APPROVED EQUAL. CENTER BOARD WIDTH OVER PIPE. 14, A GEOTEXTILE FABRIC, MIRAFI 1405 OR ENGINEER -APPROVED EQUAL, SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL. LAP ALL JOINTS. 15. MATERIAL USED AS BACK FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 16. SLOPE ALL BACKFILL MATERIAL TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE SYSTEM DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. PLACE 4" OF TOPSOIL & SEED (SCHEDULE D) PER MOA 1994 STANDARD SPECIFICATION FOR STREETS, DRAINAGE, UTILITIES, & PARKS AFTER COMPLETING INSULATION. 17. RECORD THE FINISH GROUND ELEVATION OVER TOP OF TRENCH. 72-013 A (2/91) MOA 25 1070 40 Permit 'No. Page 6 of 'IT % W.O. 95197 Municipality of Anchorage 1 „ „� Department of Health and Human Services Date 7 ENVIRONMENTAL SERVICES DIVISION P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 ©n—Site Wastewater Disposal System/ - - Legal Description: LOT 2 BLOCK 3 McMAHON SUBD. PID No. SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 3 2. USE DEEP TRENCH SYSTEM 3. ABSORBTION AREA = (3 BEDROOMS)(150 GPD/BR) 0.45 (3)(150) = 1000 SF 0.45 4. USE DEPTH OF GRAVEL= 8.0' 5. LENGTH OF TRENCH= ABSORBTION AREA 2 * DEPTH OF GRAVEL THEN LENGTH OF TRENCH = 63' PERCOLATION RATE PIT & TRENCH MOUND & BED APPLICATION RATE APPLICATION RATE 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 72-013 A (2/91) HOA 25 197G 50 Permit -No. ? Page 7 of 7 W 0 95197 Municipality of Anchorage . Department of Health and Human Services Date �-14-95 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 2 BLOCK 3 McMAHON SUBDIVISION PID No. ? Z-013 A (2/91) MOA 25 C. R.: 197MPA N HUFFMAN ROAD 0") r EXISTING SEPTIC AREA S JxROPOSED SEPTIC o EXISTING SEPTIC d S C: 42.o PROPOSED WELL 0 0 RAfl1US /S smaey 0 0 0 x �• <c, OF qC a4♦ TH :•• 0 0 . •• . see* • ,•e . • ee 00000•e60 0 % W �DENNI DE HIGHS a 0i C 07 e••' �iAV • • '��e~@ee•eeeoe000 SCALE: 1" = 100' �•s �' DATE Z-013 A (2/91) MOA 25 C. R.: 197MPA MLNCIPALrTY OF ANOMOHMiE DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L' STREET, ANCHORAGE•, ALASKA 99502-0650 SOILS LOQ -PERCOLATION TEST TEST HOLE 1 PERFORMED FOR: FLOYD LINDBLOOM DATE PERFORMED: 6-6-95 ger-'9009 006,0 � LEGAL DESCRIPTION: L 2, B 3 McMAHON SUED. TOWNSHIP, RANGE, SECTION: 1 rofesslo a11►�► 7. W.O.: 95197 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 LOOSE RED ORGANIC SILT AND ROOTS HUFFMAN ROAD GRAVEL PATH DAMP GREY FINE SANDY SILT LAYERED WITH GRAVELLY SAND. SILT AND SAND LAYERS LESS THAN 2" THICK. 407. ROUND ROCK 4" TO 16" THROUGHOUT WAS GROUND WATER S GRAY, SANDY SILT LAYERED ENCOUNTERED ? NO L WITH COARSE SAND AND O ANGULAR GRAVEL IF YES, AT WHAT NSA P TRACE SILT BALLS, SOME DEPTH ? E ROUNDED ROCK TO 6" DEPTH OF WATER AFTER MONITORING ? NO WATER DATE: 6-15-95 VERY DAMP, DENSE, GREY SILT WITH TRACE ROUNDED ROCK TO 4" AND TRACE ANGULAR SANDY GRAVEL TO TO 1/8" B.O.H. 15.5' READMG DAIS GROSS TIME NET nNE� NET DROP PERC.RATE 1 6-6-95 14.20/4-.30 30 MIN. 6'-5 3/4' 1/4" 120 2 6-6-95 4:51/4:21 30 MIN, 6'-5 3/4' 1/4' 120 3 6-6-95 5:23/5:53 30 MIN. 6'-5 3/4' 1/4" 120 1 7-13-95 11:00/11:30 30 MIN. 6'-5 1/4' 3/4' 40 2 7-13-95 11:40/12:10 30 MIN. 6'/5 -3/8 5/8' 48 3 7-13-95 12:30/1:00 30 MIN. 6'/5-7/16 9/16" 53 4 17-13-95 1:05/1:35 30 MIN. 6'/5-7/16 9/16' 53 5 7-13-95 1:40/2:10 30 MIN. 6'/5-3/8' 5/8' 48 PERCOLATION RATE: 144 (MINUTES/INCH.) PERCHOLE DIAMETER: 6„ TEST RUN BETWEEN: 6 FT. AND 6 1/2 FT. (a ( " V3 5 5 1/2 7-13-95 COMMENTS•eUl lum Ur rtKU UTI-NNUtrc )r I UIN H JILL Lh TE -R. JVILJ rRL—J�r RLv r vvn Iv RV,Y,Y uv� PERCOLATION TEST PERFORMED BY: AANND IOUs°nN H&Pe, I DEE HIGH, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-13-95 197CGSAD MUMICIPALTrY OF ANCHOAACK DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L' STREET, ANCHORAGE, ALASKA 98502-0650 SOILS LOQ-MRCOLA11ON TEST TEST HOLE 2 PERFORMED FOR: FLOYD LINDBLOOM DATE PERFORMED: LEGAL DESCRIPTION: L 2, B 3 MCMAHON SUBD. TOWNSHIP,RANGE, W.O.: 95197 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SANDY SILT WITH ORGANIC SILT & ROOT MAT BROWN FINE TO MEDIUM SILTY SAND MEDIUM DENSE SfWW, DRY WITH ROCK TO 6" OCCASSIONAL BOLDER 18" TO 30" SANDY SILT SLOPE dG SEAL) %1. TH CE ('589% ems• �i SITE PLAN EMMEMMEEMM DATE ORO55 lillE NET TIME � or NET DROP PERC.RATE 1 6-6-95 4:25/4:55 30 MIN. 6'-5 1/4' 3/4' 40 2 6-6-95 4.56/5:26 30 MIN. 6'-5 1/4' 3/4' ■■■Eft■■■ 3 6-6-95 5:27/5:57 ' ■ 3/4' OMEN MEN ■ onME MEMO M MEN■ _. �■i : ■ Ei1■MEM Elm ■EMM■ ■ ■ 0h1ME■MM0■■ WAS GROUND WATER S ENCOUNTERED ? NO L IF YES, AT WHAT O 3� P DEPTH ? NSA E DEPTH OF WATER AFTER MONITORING ? NO WATER DATE: 6-15-95 REAORIO DATE ORO55 lillE NET TIME � or NET DROP PERC.RATE 1 6-6-95 4:25/4:55 30 MIN. 6'-5 1/4' 3/4' 40 2 6-6-95 4.56/5:26 30 MIN. 6'-5 1/4' 3/4' 40 3 6-6-95 5:27/5:57 30 MIN. 6'-5 1/4" 3/4' 40 PERCOLATION RATE: 40 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TEST RUN BETWEEN: 5 FT. AND 5 1/2 FT. PERFORMED BY: XI UMN 1416i , 1, DEE HIUH, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-14-95 197CGSBO OF DEPARTMENT OF HEALTH & HUMAN SERVICES 825 V STREET, ANCHORAGE, ALASKA 99502-0650 •• SOILS LOQ-PEROOLATION TEST LH TEST HOLE 3 ..... ►♦ � DENNIS DE I • PERFORMED FOR: FLOYD LINDBLOOM DATE PERFORMED: 6-6-95 S�•••• CE 5 07 ••e LEGAL DESCRIPTION: L 2, B 3 McMAHON SUED. TOWNSHIP,RANGE, SECT] ON: 0 aq r .'r O '! W.O.: 95197 'Ilya \�`�•• 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 ORGANIC SILT WITH ROOTS BROWN FINE SANDY SILT WITH ROCK TO 6" OCCASSIONAL BOLDER TO 30" SLOPE SITF PI AN WAS GROUND WATER S ENCOUNTERED ? NO L 0 3. IF YES, AT WHAT P DEPTH ? N/A E DEPTH OF WATER AFTER MONITORING ? DATE: READING DATE GROSS TIMEENE-rmmE Dwl NET DROP PMRATE1 7-13-95 11:05/11:356'/5-1/4' GRAVEL PATH 2 7-13-95 11:45/12:156'/5' i'30 3 7-13-95 12:25/12.56'/5-3/8' 5/B' 48 4 7-13-95 ■■■■il■■■ 67/5-5/16 11/16' ■ E■■■ 7-13-95 1:50/2:20 ■■� ■ 5/8' 48 ■■■■ll■ Il. • ■ oh1o■■■■■■■ ■u■■■■■■■■ WAS GROUND WATER S ENCOUNTERED ? NO L 0 3. IF YES, AT WHAT P DEPTH ? N/A E DEPTH OF WATER AFTER MONITORING ? DATE: READING DATE GROSS TIMEENE-rmmE Dwl NET DROP PMRATE1 7-13-95 11:05/11:356'/5-1/4' 3/4' 40 2 7-13-95 11:45/12:156'/5' i'30 3 7-13-95 12:25/12.56'/5-3/8' 5/B' 48 4 7-13-95 1:10/1:40 67/5-5/16 11/16' 44 5 7-13-95 1:50/2:20 30 MIN. 6'/5-3/8' 5/8' 48 19 PERCOLATION RATE: 48 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" 20 TEST RUN BETWEEN: 4 FT. AND 41/2 FT. COMMENTS: BOTTOM OF PERC CYLINDER SET ON A SILT LAYER. SOILS PRESOAKED PRIOR TO RUNNING PERCOLATION TEST. PERFORMED BY: DEE HIGH -11 DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-13-95 197CGSBD • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Parcel I.D. 017-042-02 Certificate of On -Site Systems Approval Expiration Date: a �y ly $Af ETi 1. GENERAL INFORMATION Complete legal description McMahon, Block 3, Lot 2 Location (site address) 12420 Furrow Creek Road Anchorage, AK 99516 Current Property owner(s) Floyd & Marla LindblOOm Day phone Mailing address 12420 Furrow Creek Road Anchorage, AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: (] Single Family (w/woADU)1` ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) APR 2 3 0i4 3. NUMBER OF BEDROOMS: Three 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well I] Individual F1 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: - Distance: Received by: Date: S i1L ! )4 COSA to be released to the engineer, unless othervrise requested by the engineer. COSA Fee $c�aS/o�, Waiver Fee $ Date of Payment (4/c��/rY Date of Payment Receipt Numberaa3C-4 Receipt Number COSA # osel q ll51 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems 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 applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE —Az-- System #1 Approved for bedrooms System #2 Approved for _ bedrooms Disapproved Conditional approval for bedrooms, Phone 522-7773 Date 4/23/14 am ,Z has ' '" i T r n fi_ F7 with the following stipulatichS r Original Certificate Date: The umapality of Anchorage De,,=_lopment Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only the representations given in aragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory _� Arsenic Advisory Well Flow Advisory Other COSA blue sheet C - .., c If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: McMahon, Block 3, Lot 2 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Date completed 7/27/95 Sanitary seal (YIN) Y Total depth 82 ft. Cased to 82 ft. FROM WELL LOG Date of test 7/27/95 Static water level 11.8 ft. Well production 15 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate 14.9 mg/L Arsenic N/D ug/L Date of sample: 3/26/14 Parcel ID: 017-042-02 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION 3/29/14 46.2 ft. E. t0aati7 Collected by: Anderson Eng. B. SEPTICIHOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 8/15/95 Tank size 1,000 gal. Number of Compartments 2 Cleanouts (Y/N) Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Date of pumping 4/24114 Pumper Around the Clock Pumping C. ABSORPTION FIELD DATA Y rn Date installed 8195 Soil ratingd./fe or ftZ/bdrm 45 GPD/SF System Deep Trench (9�P• ) � Y type Length 78 ft. Width 3 ft. Gravel below pipe 8 ft. Total depth 12-13 ft. Eff. absorption area 1,388 ft, Monitoring tube Y Depression over field N Date of adequacy test 3/29/14 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 88 in. Water added 471 gal. New depth 95 in. Elapsed Time: 1,242 min. Final fluid depth 88 in. Absorption rate >= 450 g P d Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date D. LIFT STATION Date installed . Size in gallons "Pump on" level at in. "Pump off' level at in. Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >1 00' Absorption field on lot >1 00' Public sewer main N/A Manhole/Access (YIN) High water alarm level .Meets alarm & circuit requirements? On adjacent lots > 100' On adjacent lots >100, Public sewer manhole/cleanout Sewer /septic service line >25' Holding tank N/A . Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTICIHOLDING TANK ON LOT TO: ' 5' > Building foundation >5' Properly line >5 Absorption field Water main N/A Water service line >10' Surface water >100' Wells on adjacent lots >10.0' ABSORPTION FIELD ON LOTTO: Propertyline >10 Building foundation >10'. Water main N/A Water Service line >25' Surface water ,> 100' Driveway, parkingivehicle storage >10'. Curtain drain None Noted ' Wells on adjacent lots >100' F. COMMENTS N/A G. ENGINEER'S CERTIFICATION t certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 4/23/2014 COSA brown sheet_10-10-12.doc ( ,mac®SOF A44 p,A Municipality of Anchorage Community Development Department x Development Services Division On -Site Water and Wastewater Program E' 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # OSC141151 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 3, Lot 2 of McMahon subdivision. This inspection revealed a nitrate concentration of 14.9 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval, Municipality of Anchorage a • •�x 'g Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Septic System Advisory Certificate of On -Site Systems Approval # OSC141151 During a recent adequacy test on the septic system for Block 3, Lot 2 of McMahon subdivision, 88 inches of standing water was observed in the absorption field. This indicates that approximately 92% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval o HuFFMAN ROAD 0 LO Ln £.MISTING CAAVU PATH IIF ME MIT ( S 90.00'00' E 1 T ZOO') _ _ 8 DI —.....—.._ _ -- aYERrnE uTu,nTs m Trus ATTCA wm . of & lsuus07 f r DNE ST caAm 0" cT Woad nEacAMtY PLANTER Kni 'n pi .rf CGNCRC;E n a T7 m IC ubUTY ESP T .—......, _ — _.. «.. — ,,.... — — _..., .._. — — ...., iltYL ea% dor. S 89.57'15" W 142.50` {N 9a'DO'OD" W T42.aO' .- — — TQ' 07i- iSHT _ ,- — ...�...... OVFAWEAO UTIU7ES W TWS ARTA NGT: `"" 1. THIS SURVEY WAS AC=PL1SHED USING THE PLAT OF RECORD OF MCMAHON SUBOMSION (FILE #63-86 ANCHORAGE RECORDING DISTRICT. ALASKA) AND SURVEY COi1TROL LOCATED DURING THE COURSE OF THIS SURVEY. PROPERTY LINE BEARINGS AND DI5TANCES SHOWN IN () ARE PLAT 65—m 2 NOTITLES ARCH WASCORDERED OR ORDED PERFORMED FOR THIS SURVEY, 3, THIS AS—BUILT DRAWNG IS NOT VkUD V41HOUT THE SURVEYOR'S ORIGINAL SIGNATURE. �. THIS AS—BUILT SURVEY WAS OROER£D UNDHLOO1d. i?Y THE OYtNER FLDYD 5. NOTE THE FDUOVANG F.NCRDACHAIENTS: THE GRAVEL DRIVE INTO THE RIGHTOF AY OF FURROW CREEK ROAD. 6. THE PURPOWSE OF THIS AS—BUILT WAS TO SHOW THE LOCATION OF THE EXISTING WELL AND SEWER PIPES. NO OTHER IMPROVEMENTS WERE LOCATED AT THE MME OF THIS g1RVEY, AUGUST 26, 1995. LEGEND a FOUND 1/2' REBAR E) SET 5/0' REBAR YATH AL -CAIS AS -BUILT CMIIMCA71ON I HEREBY CtR n" TRAT I TIAVE SVRV€TEO bit Of.SCFu= PROPERTY HEREON MO _NAT 140 VMW4 of- CROACINXHTS EJ35T CXWT A$ WIMEATEO. EXCLUSION ND'TE OF D*NER to DEMRWHLU ; E=TSnitB 7F ANY USEIIFj,13. co,, UHT;. OM 7ESTR "a"IS WICM 00 MCT APPEAR M MC ACCORDW suVIIIIA " Pur. 1NCFR NO C7RWI431AMCES SHO= wY OATA NER{ON OE u$g0 MR Cat. 6=1TRUGTION ap ton F.STAOUSMWG C CR saTNTCARY I/MKs. 3O' 0 c In 3 Of UF ALy?itt rayon E. Oo2ipq�"'..fir . No. LS -5733:P UCAL AP3CRiPT10N LOT 2 BLOCK 3 McMAfjON SUBDIMS ON COOPER AND COMPANY 4601 NORTHWOOD ANCHORAGE, ALASKA 99517 907 248-1924 DATE 7125 96 — —77-4400 CcMm l SCATr 1„ 30' DRA*w SEC W.a,g6� a-""" 2835° JBC Q a o GT o , w D n , r n a; 0 5£wER PIPE• a p n a b � 0 Stn£O PIPES wZ. of & lsuus07 f r DNE ST caAm 0" cT Woad nEacAMtY PLANTER Kni 'n pi .rf CGNCRC;E n a T7 m IC ubUTY ESP T .—......, _ — _.. «.. — ,,.... — — _..., .._. — — ...., iltYL ea% dor. S 89.57'15" W 142.50` {N 9a'DO'OD" W T42.aO' .- — — TQ' 07i- iSHT _ ,- — ...�...... OVFAWEAO UTIU7ES W TWS ARTA NGT: `"" 1. THIS SURVEY WAS AC=PL1SHED USING THE PLAT OF RECORD OF MCMAHON SUBOMSION (FILE #63-86 ANCHORAGE RECORDING DISTRICT. ALASKA) AND SURVEY COi1TROL LOCATED DURING THE COURSE OF THIS SURVEY. PROPERTY LINE BEARINGS AND DI5TANCES SHOWN IN () ARE PLAT 65—m 2 NOTITLES ARCH WASCORDERED OR ORDED PERFORMED FOR THIS SURVEY, 3, THIS AS—BUILT DRAWNG IS NOT VkUD V41HOUT THE SURVEYOR'S ORIGINAL SIGNATURE. �. THIS AS—BUILT SURVEY WAS OROER£D UNDHLOO1d. i?Y THE OYtNER FLDYD 5. NOTE THE FDUOVANG F.NCRDACHAIENTS: THE GRAVEL DRIVE INTO THE RIGHTOF AY OF FURROW CREEK ROAD. 6. THE PURPOWSE OF THIS AS—BUILT WAS TO SHOW THE LOCATION OF THE EXISTING WELL AND SEWER PIPES. NO OTHER IMPROVEMENTS WERE LOCATED AT THE MME OF THIS g1RVEY, AUGUST 26, 1995. LEGEND a FOUND 1/2' REBAR E) SET 5/0' REBAR YATH AL -CAIS AS -BUILT CMIIMCA71ON I HEREBY CtR n" TRAT I TIAVE SVRV€TEO bit Of.SCFu= PROPERTY HEREON MO _NAT 140 VMW4 of- CROACINXHTS EJ35T CXWT A$ WIMEATEO. EXCLUSION ND'TE OF D*NER to DEMRWHLU ; E=TSnitB 7F ANY USEIIFj,13. co,, UHT;. OM 7ESTR "a"IS WICM 00 MCT APPEAR M MC ACCORDW suVIIIIA " Pur. 1NCFR NO C7RWI431AMCES SHO= wY OATA NER{ON OE u$g0 MR Cat. 6=1TRUGTION ap ton F.STAOUSMWG C CR saTNTCARY I/MKs. 3O' 0 c In 3 Of UF ALy?itt rayon E. Oo2ipq�"'..fir . No. LS -5733:P UCAL AP3CRiPT10N LOT 2 BLOCK 3 McMAfjON SUBDIMS ON COOPER AND COMPANY 4601 NORTHWOOD ANCHORAGE, ALASKA 99517 907 248-1924 DATE 7125 96 — —77-4400 CcMm l SCATr 1„ 30' DRA*w SEC W.a,g6� a-""" 2835° JBC PAY THIS AMOUNT Thank You (I rtereby Acknowledge tyle Satlgtactory co of the Above Desnrlbed Work and agree that if abgLo work o aot paid for in 90 days I agree to allow Aarow F'ump & Well Servir,: , LL.C.. the right to rerrnxe unpaid ror eguip+nent and cnFhge km labor 114oPKiY pertOW10d & labor to remove unpaid for eouiproont.) TERMS: ACCOUNTS PAYABLE AT 70TH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.5%,NER MONTI? WILL BE CHARQED ON OVERDUE ACCOUNTS.