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HomeMy WebLinkAboutHILLSIDE NORTH #7 BLK 4 LT 3Lot Block ki Mi I W(l. asiZrl Municipality of Anchorage Page 1 of 5 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 p Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW980249 PID Number: 04103310 Name: William E;..Drake Wastewater System: Q New ❑ Upgrade Address: 6644 Cimaron Anchorage AK ABSORPTION FIELD 1• Phone: 337-0837 No. of Bedrooms: 4 Deep Trench O Shallow Trench ❑ Bed O Mound ❑ Other Q LEGAL DESCRIPTION SoIlRaling: To�a12De5hlromorlglnalgrade: 1 .2 GPD/Sq. Ft. Lot: Block: Subdivision. Depth to pipe bottom from original grade: Gravel depth beneath pipe L3 Blk 4 Hillside North Sub. Add.7 5.2 Fl. Ft. Township: Range: Section: Fill added above original g,ade: Gravel length: Ft. Ft. WELL: 0 New ❑ Upgrade Gravel width: Numberollines: Distance between lines: Fl. Ft. Classification (Prlvata. A.B.C): Total Depth: Cased To: Total absorption area: Pipe material: Private Ft. 56 Ft. SO. Fl. PVC Driller: Date Drilled: Static Water Level: Installer: Date Installed: Alpine Drilling 9-22-98 43 Ft. Groenewe Yield: Pump Set at:Casing Height Above Ground: TAN GPM Notset Fl. 2 Ft. SEPARATION DISTANCES I,RSeptic ❑ Holding ❑ S.T.E.P. To Septic Absorption un Holding ubllcaPdvate Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Greer 1250 Well- 223 230 1 0 7 Material: Number of Compartments: Surface Water Water 108 111 0 LIFT STATION N/A Lot 0 Size In gallons: Manufacturer: Line 12 1 1 Foundation — rid "Pump on" level at: "Pump off" level at: High water alarm at: Curtain No cu tain rains prase t Pump Make d Model Electrical Inspections performed by: Drain Remarks: 1) House not built -constructs n BENCH MARK delayed indefinetly Location and Description: 2) Swing ties from best points for electrical transformer Assumed Elevation: available 100 Fl ENGINE L OF Aj o � u � �� Inspections performed by: Dee High Dates: 1st 9-23-98 P• o�.00eoo •ae� ' 'a :.. � J 2nd 9-23-98 aro O :To ... . d e "' ` P "0 DEE IGH Department of Health and Human Services approval ,.'• CE -58G Reviewed and approved by: �3 - 3o -d v Date: %{ A.: 72.013 (nev 9/9 1) MOA 25 11 Permit No. SW980249 Page 2 of 5 Municipality of Anchorage Department of Health and Human Services Date 8/20/99 ENVIRONMENTAL SERVICES DIVISION REVISED 3/24j00 P.O. Box 196650e Anchorage, AK 99519-6650 • Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 PID No. 04103310 C 0 1 R uff""' D" nn A W I NG " N �O 4�° h Ns81 9, ., •� 4j� sR ,, LOT 2 /5' SNOW STORAGE EASEMENTEEASEMENT g1�/ LOT 3, BLOCK 4 s� 9 �� / HILLSIDE NORTH oo / L SUBDIVISION ADDN. #7/b. / I 20' DRAINAGE 1;:D EXIST Nc WELL/ r EASEMENT Im (SEE DET t ro / Z oT� G' N I 30' DRAINAGE/�� °Q� N I EASEMENT TOP OF BANK--�1 ry /OG I CO ("'SEE SHT. 3 OF A I C=��®.®®..� �o N84' 16'39')N `�'� / ® �® TH ®® f` !44 ,216.27 ' ONC. ELEC. PAD 0 eli°000� sees® TUM N.E. CORNER ELEV.=100.0 000 e0 .e 0®000® / 0�®D ",SD IGI�9Alm / ®®9 ®•0 CE 5 Ar e�•®� LOT 4 ®® �0, 0®®®00000•®®� v®AV ®® � DATE W.O. 98363 F.B. NO. 311 SCALE: 1 " = 60' 1 C. FILE 363CSD1 D Permit No. SW980249 Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 1966509 Anchorage, AK 99519-6650o Tel: 343-4744 Page 3 of 5 Date 8/20/99 On—Site Wastewater Disposal System/Well Inspection Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 PID NO. Report 04103310 SWING DESCRIPTION A B 216'271 411 TRENCH C.O. EAST 46.9 53.7 TBM N.E. CORNER TUBE TANK (INLET) 35.8 I � I LOT 3, BLOCK 4 '� 20' DRAINAGE I HILLSIDE NORTH EASEMENT I SUBDIVISION ADDN. #7 / 30' DRAINAGE / I EASEMENT / \ 0 / I TOP OF BANK ----_,",,,/ I AREA FOR FUTURE / I REPLACEMENT SYSTEM OPPOSING / p� CLEANOUTS CO / O' I 100' DRAINAGE / / 1250 GAL. SWALE SETBACK SEPTIC TANK C.O. END N84* 16 '391'W OF FIELD 216'271 A CONC. ELEC. PAD MONITORING TBM N.E. CORNER TUBE ELEV.= 100.0 DEEP TRENCH / B SYSTEM (36') C.O. START / OF FIELD / T & E / LOT 4 EASEMENT / W.O. 98363 N LEGUID SYMPOL DESCRIPTION PROPERTY LINE o CLEANOUT O MONITORING TUBE RECORD DRAWING F.B. NO. 311 SCALE: 1 "" = 40 %07 0 i•• TH' •e *// •i9• ••9• �®• •991999/ 00 • 0009 9099 6.0••=0900 �DENIISE HIGI�••,pi • elwAr C. FILE 363DRP1 D Permit No. SW980249 Municipality of Anchorage Department of Health and. Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 ° Anchorage, AK 99519-6650 ° Tel: 343-4744 Well & On—Site Wastewater Disposal System Page 4 of 5 W.O. 98363 Date 8/20/99 Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUED. ADDN. #7 PID No. 04103310 RECORD DRAWING 6' 36.0' SEPTIC OPPOSING TANK PUMP CLEANOUTS CLEAN OUT CLEAN OUT JIM CAP OUT 4" MON. TUB (TYP.) ORIGINAL 100.9 — — — — — — — — — — — — — — — — — — — GROUND 101.1 — — — — — d FINISH GRADE tV GEOTEXTILE FABRIC 96.4 �8.33 2Y 96.3 95.8 95.8t�f CONNECT TO INTERIOR 1250 GAL. � II 00 PLUMBING SYSTEM SEPTIC TANK 87.3 DEEP TRENCH DRAIN FIELD 4" PERFORATED [� PVC PIPE 1 0 I L E SCALE: NTS NOTES: OFA �e 1 ALL CONSTRUCTION COMPLETED IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER s A,, °•°'� °` ° ®® DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AS CURRENTLY AMENDED.4 jH '+ 4 2 INSTALLED NEW 1250 GAL SEPTIC TANK AS SHOWN ON THE DRAWINGS. 3 ALL PIPE CONFORMS TO ASTM D3034. 0 ""a. °•. 000000 / e'er 9 /� 4 NO HOUSE CONSTRUCTED AT TIME OF SURVEY. 5 REUSE OF THIS DESIGN FOR ANY PURPOSE INCLUDING THE CONSTRUCTION OF THE / ;DENNiS DE HIGI-40 ,l Ar 0/�. ®s CE 07 •°°,�.c,�Ar REPLACEMENT SYSTEM, IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF �� ��°i� °••°111••••°��JAV , THE DHI CONSULTING ENGINEERS. 4 fes �sZ-ij VA DATE_ 38 -IMM Permit No. LOT 3 BLOCK 4 HILLSIDE NORTH SUBD. ADDN. #7 Page 5 of 5 W Municipality of Anchorage .O 98363 . Department of health and Human Services Date 8�20�99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 ® Anchorage, AK 99519-6650 ® Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUBD. ADDN. #7 PID . No. 04103310 TH#1 0.5' 1 16.5' 118.5 ORGANICS, ROOTS, TOP SOIL SLIGHTLY SILTY SANDY GRAVEL, SILT CONTENT 2-5%, OCCASIONAL BOULDER TO 24" DRY 12.5 ffl�11111111110 4.0 CA N LO C6 z to SLIGHTLY SILTY SAND WITH SOME GRAVEL TO 3" B.O.T. TRENCH SECTION SCALE: NTS FINISH GRADE ,--ORIGINAL GROUND RECO NY SEASONAL HIGH R LEVEL TO ANY BEDROCK OR IMPERMEABLE LAYER GEOTEXTILE FABRIC 4" PERFORATED PIPE SEPTIC ROCK PER M.O.A. SPECIFICATIONS RD DRAWING 363CSDBD NSULTING ENGINEERS • Surveying 0 Planning March 29, 2000 W.O.: 20428 Mr. Barbi DahlVEa Department of Health and Human Services P.O. Box 196650 RAR 9 9000 Anchorage, AK 99519-6650 "r�`�C1Naz11Y OF ANCypRAGE RE: Lot 3 Block 4 Hillside North Addition No. 7 Construction Approval and Health Authority Certificate Dear Ms. Dahl, In September, 1999, we submitted a set of record drawings for Lot 3 Block 4 Hillside North Addition No. 7. We have never received an approval for this system and there was no indication in your project files as to why. On the assumption that the hold up was due to the foundation clean-out not being installed (due to the fact that a house had not been constructed on the property), I am re -submitting Sheet 2 which now shows the location of the house and the foundation clean-out. We are also submitting the Health Approval Checklist and the Certificate of Health Authority for your approval. The client is closing on this property on Friday, March 31, 2000. We would appreciate if you could review this project by that date. Please call if you have any questions. Very truly yours, D I Cb sulting Engineers Dee Hig P.E. Principal 428r129.1tr Dimond Center Tower, 5th Floor • 800 E. Dimond Blvd., Suite 3-545 • Anchorage, Alaska 99515 (907) 344-1385 9 Fax 344-1383 DHI CONSULTING ENGINEERS 800 E. Dimond Blvd., Suite 3-545 Anchorage, AK 99515 (907) 344-1385 FAX 344-1383 TO 014i4� LETTER OF TRANSMITTAL WE ARE SENDING YOU _ Attached _ Under separate cover via the following items: —Shop drawings _ Prints _ Plans ` Samples _ Specifications _ Copy of letter _ Change order _ Reports _ Other COPIES DATE No. DESCRIPTION i dir i !� /i �Y�Gc C-tt�t-, �/rvc -tZe lvr;vt., /n�DstiutF��/l�y i irx�/- %_. hA0_ /4 /9,6nv-t- THESE ARE TRANSMITTED as checked below: _ For approval _ Approved as submitted A'For your use _ As requested _ For review and comment Returned for corrections _ Approved as noted Other _ FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS _ --7/46 �� 2 N 1 07 SiA2T[ sjr�LlLcTlc�.c) - �.✓r�C i dir i !� /i �Y�Gc C-tt�t-, �/rvc -tZe lvr;vt., /n�DstiutF��/l�y i irx�/- %_. hA0_ /4 /9,6nv-t- D:\wp51 VormsilransmH If enclosures are not as noted, please notify us at once. From ALPINE DRILL 907 345 RM2 thug. 29.1999 09:59 FM Pei k. OF AlAgkA­ i6;r9nt!fi1.r nr il -AL RL 0.001%104 OF. IAMNd VJATM. .'WATl5R*.ML 411WOR0. . A WWWATON LOT flttCK grow Al dT". Broym Tb1YNWfW,j1. KANOV! N* US: Ale 11 All C04ATIOW/Wrcm WELL OwNiF Rc '0 Will PORE 0 FROMAmolng top [InfoUnd turf a0, WELL DEPTH, bAlla Dep1h of . hol e! WO.kt* OATA.' berth Depth of tesing: 4p Type end Color From To DEPTH TO STATIC WkIfEll LEVEL.4'' t t be 1h w p'top g P. Date: 4.0 METHOb OfDRILLING:air fow, other fl 15ubliv SUPON other' 6ASWO�STI&OPt Dlam!' 44 .%' caalr)0 lypo. �Irl: tp Wlilll. Wt�K­E OPONING TYPE! C7.open erld, perfoWW ,40opm hole Depths 0(.QP 'to 4t. • SCREEN Wk.. Slot/Mesh.Size: Length: ij r' 'OPAVEL PACK -TYPE. we.0 $g &Q .- . . Nothfto top; . GROUT TYPE- Depth. irw D iW r, Z- Duration. S EP 777F T PUMPING LEV'Fl, AND Ylr.LD- A -7ft after hr y Pept. Health & Human SE -vices PUMP INTAKE DEPTH- It' Horgepowk!. WELL, DIS141ECTO UPOWOMMMON? 4W,*.Ac'1r'0" INFORM TION: REMAks-%. - ME WMAIL WHITE COPY C1 &.;0" T 6014/9WISION Jots 610W Ri§FIN�ntative e QF MINING & WAQ 3601 - 0 91$014 go() ANCHOAAeE WK :Ph '71209 bn� (90 -96391..Fak (9071662-13134 08-30-1999 09:36AM P.01 Muliie" ality of Anchorage AA1 IT Department of Health and Human Services825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor http:!/www.ci.anchorage.ak.us July 8, 1999 William & Ivonne Drake 6644 CIMARRON CIRCLE Anchorage, AK 995043945 Subject: HILLSIDE NORTH #7 BLK 4 LT 3 Permit # SW980249 PID # 041-033-10 The subject permit, issued 7/20/98 by this office for a single family well and/or on-site wastewater system, is due to expire as of 7/20/99. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Sincerely Jam s Cross, PE Program Manager On-site Services enc: Copy of Permit /�ta,4, Go0°Y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980249 DESIGN ENGINEER:DHI ENGINEERING OWNER NAME:DRAKE WILLIAM E & IVONNE E OWNER ADDRESS:6644 CIMARON ANCHORAGE ALASKA 99504 PARCEL ID:04103310 LEGAL DESCRIPTION: HILLSIDE NORTH #7 BLK 4 LT 3 LOT SIZE: 90605 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 7/20/98 EXPIRATION DATE: 7/20/99 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 RECEIVED B ISSUED BY: DATE: DATE: �� �. 0 - 7 25 Permit No. Page 1 of 5 W 0, 98363 Municipality of Anchorage Department of Health and Human Services Date 6/15/98 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 3 BLOCK 4 HILSIDE NORTH ADDN. #7 PID No. SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USE DEEP TRENCH SYSTEM 3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE (4)(150) = 500 SF 1.2* 4. TRENCH AREA = (2)(DEPTH OF GRAVEL)(LENGTH) = 500 SF IF DEPTH OF GRAVEL = 8.5' THEN ,LENGTH OF TRENCH = 29.4'= 30.0' PERCOLATION RATE PIT & TRENCH APPLICATION RATE MOUND & BED 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 (1 7 Permit No. Legal Description• LOT 3 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 NOTES: Page 2 of 5 W.O. 98363 Date 6/11/98 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE AS CURRENTLY AMENDED. 2 INSTALL NEW 1250 GAL SEPTIC TANK AS SHOWN ON THE DRAWINGS. RECORD INLET AND OUTLET ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON UNDISTURBED NATIVE SOIL. 3 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. MAINTAIN 100' CLEARANCE FROM ALL WATER BODIES, WELLS & DRAINAGE SWALES & 50' FROM ALL GRADE BREAKS GREATER THAN 25%. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR 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 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 INSPECTION. 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 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 AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF EXCAVATION. 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. 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. MINIMUM SOIL COVER SHALL BE 4 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 140S OR ENGINEER -APPROVED EQUAL. LAP ALL JOINTS 2' MIN. 14 COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, AND COVER WITH GEOTEXTILE 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 2% 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 = - 19WN- TO -AL•LOW FOR- SEFTEEMEhf.--SEED--- SURFACE AFTE-R- COMPLETING INSTAL"L"ATION -AS PER MUNICIPAL SPECS. 17 RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE, AND END OF FIELD. 363CSD2D Permit, No. Municipality of Anchorage Page 3 of 6 Department of Health and Human Services Date 6/16/98 ENVIRONMENTAL SERVICES DIVISION -- - P.O. Bok 196650 Anchorage, AK 9951-9—fi650 Tel: -343--4744 - — - On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 LOT 3 30' DRAINAGE EASEM ENT / / LOT 2 / / UNDEVELOPED / LOT 3 j ��5 WEL. RESERVED I SEPTIC AREA LOT 3 UNDEVELOPED PROPOSED SEPTIC SYSTEM & TANK / AV 00 AF UNDEVELOPED La , gTH •� I' > Q ....... :......�.� LOT4 w �... ......... �...� �♦ ;DENNIS DEE I H; M 7)♦ w 9�s �.• CE 580 �' i 4�O OW 4V 00 401 WIL DATE W.O. 98363 F. E3, N0. CALE: 1" = 100' 1C. FILE 363CSD4D Permit . No. Municipality of Anchorage Page 4 of 5 Department of Health and Human Services Date 6/10/98 ENVIRONMENTAL SERVICES DIVISION P.O. -Box---1966.5.0 -� Anchorage, AK_ 99519-66.50_.!..Tel:-..343.-474.4...._. On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 3 BLOCK 4 HILLSIDE NORTH SUBDIVISION ADDN. #7 / N / o 8- 40 .�h Ag / rL O E EASEMENT / LOT 3, BLOCK 4 / �\ HILLSIDE NORTHo� 5' SNOW STORAGE / \� SUBDIVISION ADDN. #7 I • EASEMENT / r\ \ io WELL / M 20' DRAINAGE I� EASEMENT o N I 30 DRAINAGE \\��\ x\`\\90/ EASEMENT jS / �L I "aP OPPOSING I PROPOSED AREA FOR FUTURE CLEANOUT I — 1250 GAL. REPLACEMENT SYSTEM L SEPTIC TANK♦♦♦♦��\r` 100' DRAINAGE SWALE SETBACK STH #2 \ / ♦ OF At 1� I N84.16,39" / / ♦Ar P"` 0�••••••��qS '` •• .y�♦ vy 9TH 216-27' / PROPOSED • • 00 0 000 0 000.00 0 DEEP TRENCH — SYSTEM/ 0000: • 6 • • • ••:0600 ♦♦ ;DENNI HIGI{,• ¢� / 30� r- T & E EASEMENT / / %; % CE 7 .•� Q) AV �♦ / f��•�6��••••6�••���♦ o�°�: DATE 14 � ���•�� ;� r �� W.O. 98363 F.B. NO. 311 SCALE: 1" = 60' C. FILE 363CSD1'D Permit. No. Page 5 of 5 W.O. 98363 Municipality of Anchorage Date 6/16/98 Department of Health and Human Services .ENVIRONMENTAL SERVICES DIVISION _ P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System SI E NORTH SUED ADDN 7 Legal Description: LOT 3 BLOCK 4 HILL D . # PID No. 0'TH #1 0.—T= 16.5' 18.5 ORGANICS, ROOTS, TOP SOIL 0 SLIGHTLY SILTY SANDY GRAVEL, SILT CONTENT 2-5%, OCCASIONAL BOULDER TO 24" DRY 12.5' 4.0' Z �M SLIGHTLY SILTY SAND WITH SOME GRAVEL TO 3" B. O. T. 2" POLYSTYRENE INSULATION—� TO ANY SEASONAL HIGH WATER LEVEL TO ANY BEDROCK OR IMPERMEABLE LAYER TYPICAL TRENCH SEC110N SCALE: NTS FOR ORKQNAG &REPLACMENT SYSTEMS ORIGINAL GROUND GEOTEXTILE FABRIC 4" PERFORATED PIPE SEPTIC ROCK PER M.O.A. SPECIFICATIONS 0*,%nVAT% P� OF A� 4S�* AV : TH ' �1 00* • 0000 •• • ••••••••10 /♦ �•DENNI D HIGH. ¢� 9�5; % CE 5 07.• '�c� • • DATE 363CSD6D PERFORMED FOR: GROENEWEG CONSTRUCTION DATE PERFORMED: 6/15/98 t ° ° ° ° o . ° ° ° . .' �s, cn �.. LEGAL DESCRIPTION: LOT 3 BLOCK 4 HSN #7 TOWNSHIP,RANGE,SECTION: DATE GROSSTIME ORGANICS, ROOTS, TOP SOIL MUNKWAL TY OF ANCHORAGE j ./ / 6/15/98 t DEPARTMENT OF HEALTH & HUMAN SERVICES -L- / ! / A e ✓, 825 STREET, ANCHORAGE, ALASKA 99502-0650 / a ° SOILS LOO -PERCOLATION TEST 9:55/10:09 ° .-; 4 DEPTH OF WATER 4 6/15/98 :OOb vfION-q OC O / / TEST HOLE 2 SLOPE 2 o / U/ CE - . 6.0 tl i 6�.s• o •,r..,;. PERFORMED FOR: GROENEWEG CONSTRUCTION DATE PERFORMED: 6/15/98 t ° ° ° ° o . ° ° ° . .' �s, cn �.. LEGAL DESCRIPTION: LOT 3 BLOCK 4 HSN #7 TOWNSHIP,RANGE,SECTION: 13 14 15 / 16 17 SLIGHTLY SILTY SAND WITH SOME GRAVEL TO 3" 18 B.O.T. SITE PLAN mommmmm No READING DATE GROSSTIME ORGANICS, ROOTS, TOP SOIL 10 j ./ / 6/15/98 ENCOUNTERED ? NO 11 / ! / A 2 IF YES, AT WHAT 9:40/9:50 / 6. DEPTH ? 12 9:55/10:09 9 MIN. DEPTH OF WATER 4 6/15/98 10:15/10:2 / / 6' SLOPE 2 o / U/ a 4 5 N 6 SLIGHTLY SILTY SANDY GRAVEL, SILT CONTENT 2-5%, OCCASIONAL BOULDER TO 24" -DRY 9 13 14 15 / 16 17 SLIGHTLY SILTY SAND WITH SOME GRAVEL TO 3" 18 B.O.T. SITE PLAN mommmmm No READING DATE GROSSTIME WAS GROUND WATER 10 j ./ / 6/15/98 ENCOUNTERED ? NO 11 / ! / A 2 IF YES, AT WHAT 9:40/9:50 / 6. DEPTH ? 12 9:55/10:09 9 MIN. DEPTH OF WATER 4 6/15/98 10:15/10:2 AFTER MONITORING ? 13 14 15 / 16 17 SLIGHTLY SILTY SAND WITH SOME GRAVEL TO 3" 18 B.O.T. SITE PLAN mommmmm No READING DATE GROSSTIME NET RME DEPTH F NET DROP PERC.RATE 1 6/15/98 9:30/9:38 8 MIN. 6. 2 6/15/913 9:40/9:50 10 MIN. 6. 3 6/15/98 9:55/10:09 9 MIN. 6" 4 6/15/98 10:15/10:2 9 MIN. 6' 19 PERCOLATION RATE: 1.5 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" 20 TEST RUN BETWEEN: 4.0 FT. AND 4.5 FT. PERFORMED BY: DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC N THIS DATE. DATE: aY fo 363TSSAF Site Narrative Project: Lot 3, Block 4 Hillside North Subdivision, Addition No. 7 Lot 3, Block 4 Hillside North Subdivision, Addition 7, Contains 90,604 square feet (2.08 Ac.). The lot is bordered on the north and south by undeveloped lots. The easterly and westerly sides of the lot is boarded by a 60' public right of way. (See sheets 3). Well: The well location as proposed will have a minor impact Lot 2, Block 4 and Lot 3 of Block 5. (See sheet 3). The proposed location has the least impact to the adjacent lots and will not unduly impact future development of other lots within the subdivision. Septic Systems & Reserve Space: There is adequate space on this lot for both the original system and the replacement system. The proposed septic and replacement systems have no negative impacts on the surrounding lots and does not prevent the placement of wells on adjacent lots. Drainage: Drainage generally is from east to west. The easterly portion of the lot is between 2% and 5% slope. When the property is developed, the drainage pattern should remain the same. There is enough slope to the property so that the lot can be landscaped to prevent ponding around the proposed septic and well systems. All disturbed areas will receive topsoil and seeding to prevent erosion. There are two drainage easements on the lot which effect the area available on the south portion of the lot to construct a septic system. There is just enough area available to construct both the proposed and the replacement systems while maintaining the required set back distances from the lot line and drainage channels (see sheet 4). 363nar.rep MUNICIPALITY OF ANCHORAGE Development Services DepartmentPhone: 907-343-7904 On -Site Water & Wastewater Section �� Fax: 907-343-7997 Parcel I.D. 041-033-10 Certificate of On -Site Systems Approval Expiration Date: Z- ' aD -z- Legal Legal description HILLSIDE NORTH #7 BLK 4 LT 3 Site address 9915 MIDDLEROCK RD Anchorage AK Current property owner(s) DRAKE X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for Comments or advisories: UA bedrooms, with the following stipulations: Original Certificate Date: 9/7/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory X Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE +c� L Development Services Department - Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application P4�'_ k../ S 1. GENERAL INFORMATION Parcel I.D. 041-033-10 Complete legal description Hillside North #7 Block 4 Lot 3 Location (site address) 9915 Middlerock Dr. Anchorage, AK Current property owner(s) Drake E Ivonne Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: © Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 25 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑J Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: iN Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ gL Waiver Fee $ q Date of Payment ) / S -Z,3 Date of Payment COSA # S C- 3 I IS Waiver # COSA Application—June 2022 • Legal Description: Hillside North #7 Block 4 Lot 3 Parcel ID: 041-033-10 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA -/ Well log is filed with Onsite (or attached) Date drilled 9/22/98 Total depth 107 ft Cased to 56 ft F/I Sanitary seal is functioning correctly 0 Wires are properly protected Casing height (above ground) 18 in. Date of flow test for COSA 8/25/23 Static water level at beginning of test 40 ft. Comments B. TANK DATA Measured operating fluid level in septic tank 49" Date of pumping 8/18/23 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 9/23/98 F ALL standpipes present per record drawing Total measured depth from grade 13 ft (max) Measured depth to pipe invert from grade 4.9 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 8.1 ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies: COSA Checklist June 2022 Well production at time of test 4.1 gpm Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes Q/1 No 91 Coliform bacteria is Negative Nitrate 4.52 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L n Arsenic less than MRL (ND) Collected by Arcterra Consulting, Date 8/23/23 STATION ❑ RequirieZl, � � Ienance completed Age of lift station rs Lift station material Comments: Adequacy test date _ Results Q Pass Fluid depth prior to test Water added 600 gal 8/25/23 0 in New fluid depth 3 in Elapsed time 10 min Final fluid depth 0 in Absorption rate 600+ god FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 102 in Effective depth used 5 in Effective depth remaining 97 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' 0 Yes if No Community Sewer Manhole/Cleanout > 100' ./❑ Yes if No ft ✓❑ Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' © Yes if No ft Absorption Field on Lot > 100' ❑✓ Yes if No ft Holding Tank > 100' ❑J Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' 0 Yes if No ft 0 Yes if No ft ft If tank or field is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' F,-/] Yes if No ft Q Yes if No ft ❑ NIA — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' 0 Yes if No ft Tank to Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑✓ Yes if No ft Private Wells > 100' J❑ Yes if No ft Water Main > 10' ✓❑ Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Arcterra Consulting Phone (907)-696-6111 Engineer's Printed Name Kenneth Duffus Date �/J/i2.� Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. 1 F The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The +� �,�,�iQ flow and absorption rates may change due to subsurface conditions that may not be observed from the +►'` y surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year Ar s and the water usage of the family being served by the system. The operational life of all well and septic jr �g systems are subject to these various and dynamic characteristics and are outside the control of the evaluator R of the well and septic system. Thererore, ArcTerra can not give any estimate of how long a system will r function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist. �` KENNETH DU CE, 7 # r �Maaaa,��s COSA Checklist June 2022 >f Septic Tank Advisory Certificate of On -Site Systems Approval # OSP231345 Subdivision: HILLSIDE NORTH #7 Block:4, Lot: 3. The septic tank for this property is 25 years old. The average life of an asphalt coated steel septic tank is 20 years. Typical replacement costs are $10,000 or more, not including engineering, surveying or MOA permitting fees. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. Ma�lmg Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org MUNICIPALITY OF ANCHORAGE '- DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99518-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. #¢ C - HAA # fit( Complete legal description Lot 3 Block 4 Hillside North Addition #7 Location (site address or directions) /N7-tEE'2Sc 07_/6'1Y G!=" Tc6f; C, /v /c,,-rr- - C �'/�C�c lot/UiJ c= /2e S««_H Of hLi . Property owner Peterson Group _ Day phone 562-1170 Mailing address 3820 Lake Otis, Ste 205 _Anchorage, Alaska 99508 Lending agency National Rank of A] Day phone 257-3614 Mailiri� address PO BOX 1107025 Anchorage, Alaska 99510-7025 Agent Peterson Group Day phone - 62-1 1 70 Address 3220 sake 9tis Ste204Anchorage Unless otherwise requested, HAA will be held for pickup. t VU11BER OF BEDROOMS: - 3. TYPE OF WATER SUPPLY: Individual well Y Community well Public water NOTE: If community well system, provide written confirmation from State AD", ---C attest- ing to the lega'ify and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Y Holding tank _ Community on-site _ Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 7? r)25 fin— 1/Rl� From Ur,n N21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm r? C," rti i��c� -� ��;n�4-r�'S Phone - ��y- i-; fi Address Engineer's signature N-11110WE j a L" Approved for Disapproved. Conditional approval for Additional Comments /.3 w, -E /7__ bedrooms. Date bedrooms, with the following stipulations: Date 3- 3o - o e� 72-025 (Rev IM) Reck MOA K71 I V Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICEWR 29 2000 Environmental Services Division A§ 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907)c3 314744ucH0kkGF Health Authority Approval Checklist Legal Description: Lot 3 B4 Hillside North #7 Parcel I.D.: A. WELL DATA Well type Pr; va te If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Y Date completed 9/22/98 Total depth 1 0 7 Cased to 5 6 ' Casing height (above ground) 2.251 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y FROM WELL LOG AT INSPECTION Date of test 9/22/98 3/23/00 Static water level 45' B.T.C. 45' B.T.C. Well production cptr,��t �c�� J g.p.m. 5.4 9 - p.m - WATER SAMPLE RESULTS: Coliform 0 Nitrate Al- a' Other bacteria G Date of sample: 3/23/00 Collected by: DHI Consulting Engineers B. SEPTIC/HOLDING TANK DATA Date installed 9/23/98 Tank size 1250 Number of Compartments 2 Cleanouts (Y/N) Y Foundation"c"rtqut: (YA�"Y Depression (Y/N) N High water alarm (Y/N) N / A Date oPumping, 'New Tank Pumper N/A C. ABSORPTgrdI4�hE' Lb' DATA Dat 'siled 9J28/98 Soil rating (g.p.d./ft2 or ft2/bdrm) 1 - 2 System type Deep Trench Length �„,'6 Width 3 Gravel thickness below pipe 8 - 5 Total depth 12.5 Effective absorption area 612 Monitoring Tube present (Y/N) Y Depression over field (Y/N) N Date of adequacy test New System Results (Pass/Fail)New System --For 4 bedrooms Fluid depth in absorption field before test (in.); N/A Immediately afterN/A gal. water added (in.): N/A Fluid depth N A (ins) Minutes later: N/A Absorption rate = N/A g.p.d. Peroxide treatment (past 12 months) (Y/N) N 72-026 (Rev. 3/96)* If yes, give date D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at' _ Cycles tested E. SEPARATION DISTANCES F Size in gallons "Pump on" level at' 'Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot 223 mp off" level at' On adjacent lots 120'+ Absorption field on lot 230' On adjacent lots 120'+ Public sewer main N.1 A Public sewer manhole/cleanout N/A Sewer /septic service line 10 7 ' Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: + Foundation 1 2nr Property line 12' Absorption field 5 Water main/service line 100' Surface water/drainage 10 8 ' Wells on adjacent lots 150'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 11 ' Building foundation 120'+ Water main/service line l � ��4) t Surface water 1 1 1 ' Driveway, parking/vehicle storage area 2 2 0 ' + Curtain drain None Wells on adjacent lots 1 ;0 ' + ENGINEERS CERTIFICATION .. I certify that I have determined thru field inspections and review of in confor ance with MOAHAA g cJe nes in effect on this date. Signature Engineer's Name c( 5 r c Date -3- a HAA Fee $ Date of Payment OJ — ') /?.— 0 CD /(Receipt Number a� �Q �5 7,3 72-026 (Rev. 3/96)' Waiver Fee $ Date of Payment Receipt Number are Asbuilt Legal Description: / 301 Lot 3, Block 4, (0���;' Hillside North / 0)/ Subdivision Legend: Addition No. / Rebar with Cap OO AL. Monument C�°� X27 2 Rebar O Survey Certification: I OG� ��1 �� ' 9 Monument hereby certify that a D�� i '�� Well Mortgagee's Inspection was 1D 0 h performed on the Septic QS described property. Pavement .... .... ........... Notes: It is the owner s_ W responsibility to determine O �� Overhang the existence of any - — J�Q Wood Deck easements, covenants, or _ , restriction which are not —_ i— L O t See Concrete on the recorded subdivision --- i 2S' Fence It is the pc contractor's i 2.08 ac. Detail ® �� responsibility to check top / of foundation grade & i building setbacks in relation to property lines i 20' o House Detail and easements. \/ rOin i / Scale: 1"=20' 20'. ;tale 1" = 50' Drawn by: BH ;rid: SW2143 Job 2023-14 'lat: 97-113 Field Book: 151 0 ° 00 N _ )ate: 9/5/2023 N o ,0 �,, c`°n (O O� / 2.0' N 124 E 7th Avenue ; Anchorage, Alaska 99501 �, �� , O � 2.0' (907) 306-8104 oeNSh e d 7 PO mail@S4AK.com 30 CO r; �co��� ' BOG , oo�P�.. 9s���o 2.0' TH �* Q "� Go S4 Groupi 25'x25' T&E E(ose �(� � - - - - - f � 0 ....... ...� .... .............` 216.2 7' 0 � `_'n t I� /' , oo enj°min C. Holmstrom:' �a0 2.0 SurveyingLand / 1 i O LS-11 s70s �'O 3 CO ..Development/ Lot ¢ N84°16'39"W 2S' , ���Pap'Gl•�c�,2�3a5oo 3' SurveyingSubdivision Specialists Construction / / °fessiono\ o0 .. °D��QOOo