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HomeMy WebLinkAboutCHUGACH PARK VIEW S-11125Chugach Park 5-11125 s�rcvlF � rr.. 1`"�..+a•i I.v' .�. � td C.' �--� r+e r,:. .u.. .... _ � �. � .., T ry r. �mF e, ,r.,, /')• ,acct+:.:::.ua't; Please fill in the information asked for below. r .---•...... r -•w••-.-..--- «................— — a "...— ,,n,l,. raliu,e w u,vurau uvea uaicima nmesr uwnas may uetay processing or acts appucauon. PROPERTY INFORMATION PETITIONER' PETITIONER REPRESENTATIVE (IF ANY) Name vast namefirst) JOHN TICHOTSKY, MARY CORE, DOUG DRUM Name (last name est) F. Robert Belt and Associates laihrg Address HC 52 BOX 8809 Maiing Address 801 W. Fireweed LN, #201 INDIAN, AK 99540 Anchorage, AK 99503 Contact Phone: Day: 561-9119 Night I Contact Phone: Day: 274-5257 Night FAX: FAX: 272-7531 E E-mail: r .---•...... r -•w••-.-..--- «................— — a "...— ,,n,l,. raliu,e w u,vurau uvea uaicima nmesr uwnas may uetay processing or acts appucauon. I hereby certify that (I am)([ have been authorized to act for) owner of the property described above and that I petition to subdivide it in conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand that payment of the application fee is nonrefundable and is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand that assigned hearing dates are tentative and may have to be postponed by Planning Department staff or the Platting Board, Planning and Zoning Commission, or the Assembly for administrative reasons. (Agents musWovide written proof of authorization) pUon: (use additional sheet in necessary) CHUGACH PARK SUBDIVISION Acceplao by: II Poster 6 ARdavlt I Fee I Case Number PROPERTY INFORMATION Property Tax #(00000mm): (090-041-01-000) Site Street Address: MILE 103 SEWARD HWY. INDIAN, AK 99540 Current legal description: (use additional sheet a necessary) U.S. SURVEY No. 1868 Zoning: R-11 Acreage: 107.6 Grid # 1329 # Lots: 1 # Tracts: Total #parcels: I hereby certify that (I am)([ have been authorized to act for) owner of the property described above and that I petition to subdivide it in conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand that payment of the application fee is nonrefundable and is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand that assigned hearing dates are tentative and may have to be postponed by Planning Department staff or the Platting Board, Planning and Zoning Commission, or the Assembly for administrative reasons. (Agents musWovide written proof of authorization) pUon: (use additional sheet in necessary) CHUGACH PARK SUBDIVISION Acceplao by: II Poster 6 ARdavlt I Fee I Case Number Awliaion for Preliminary Plat owlinued Page 2 ENVIRONMENTAL INFORMATION (N or pman of site e.ectm) Wetland Classification: ❑ None ❑'C' ®'B' ❑'A' Avalanche Zone: ❑ None ❑ Blue Zone ❑ Red Zone Floodplain: ® None ❑ 100 year ❑ 500 year Seismic Zone Hardin [Lawson: 0'1' 11'2' 003' 13'4' 11 OF RECENT REGULATORY INFORMATION (Events that have oca red in last 5 years for an or Paton of site) ❑ Rezoning - Case Number. ® Preliminary Plat ❑ Final Plat - Case Number(s): ❑ Conditional Use - Case Number(s): ❑ Zoning variance - Case Number(s): ❑ Land Use Enforcement Action for ❑ Building or Land Use Permit for ❑ Wetland emit: ❑ Army Corp of Engineers ❑ Municipality of Anchorage POTABLE WATER AND WASTE WATER DISPOSAL Potable Water provide by: ❑ Public utility ❑ Community well ® Private well Wastewater disposal method: • ❑ Public utility ❑ Community system I8 Private onsite COMPREHENSIVE PLAN INFORMATION Anchorage 2020 Urban/Rural Services: ❑ Urban I@ Rural Anchorage 2020 West Anchorage Planning Area: ❑ Inside ❑ Outside Anchorage 2020 Major Urban Elements: Site is within or abuts: ❑ Major Employment Center ❑ Redevelopment/Mixed Use Area ❑ Town Center ❑ Neighborhood Commercial Center ❑ Industrial Center ❑ Transit - Supportive Development Corridor Additional required documents unless specifically waived by Platting Officer: Eagle River-Chugiak-Peters Creek Land Use Classification: ❑ Commercial ❑ Industrial ❑ Parks/opens space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre Girdwood- Tumagain Ann ❑ Commercial ❑ Industrial ❑ Parks/opens space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre ENVIRONMENTAL INFORMATION (N or pman of site e.ectm) Wetland Classification: ❑ None ❑'C' ®'B' ❑'A' Avalanche Zone: ❑ None ❑ Blue Zone ❑ Red Zone Floodplain: ® None ❑ 100 year ❑ 500 year Seismic Zone Hardin [Lawson: 0'1' 11'2' 003' 13'4' 11 OF RECENT REGULATORY INFORMATION (Events that have oca red in last 5 years for an or Paton of site) ❑ Rezoning - Case Number. ® Preliminary Plat ❑ Final Plat - Case Number(s): ❑ Conditional Use - Case Number(s): ❑ Zoning variance - Case Number(s): ❑ Land Use Enforcement Action for ❑ Building or Land Use Permit for ❑ Wetland emit: ❑ Army Corp of Engineers ❑ Municipality of Anchorage POTABLE WATER AND WASTE WATER DISPOSAL Potable Water provide by: ❑ Public utility ❑ Community well ® Private well Wastewater disposal method: • ❑ Public utility ❑ Community system I8 Private onsite 20003 (Rev. 01102)Sadr APPLICATION CHECKLIST Fee: S 823.20 Plat: Copies ® 42 (long plats) ❑ 32 (short plats only) ❑ 8%x11 reduced copy Other maps ® Aerial photo ® Housing stock ® Zoning Mandatory on plat depictions: ❑ Pedestrian walkway ❑ Landscaping required by zoning Property Title: ❑ Certffcate to Plat Additional required documents unless specifically waived by Platting Officer: ® Site topography (4 copies minimum) Waived by ❑ Soils investigation and analysis reports (4 copies minimum) Waived by ❑ Subdivision drainage plan Waived b 20003 (Rev. 01102)Sadr Municipality of Anchorage • Development Services Department / Building Safety Division MEMORANDUM DATE: November 4, 2003 TO: Jerry Weaver, Jr., Platting Officer, CPD FROM: /A es Cross, PE, Program Manager, On -Site Water and Wastewater SUBJECT: Comments on Chugach Park Subdivision. The On -Site Water & Wastewater Program has reviewed the following cases and has these comments: CS _-111251 Chugach Park Subdivision. The aquifer test and subsequent report show that there is more than an adequate water supply to serve this proposed subdivision without unduly affecting surrounding properties. Soils information shows that the proposed subdivision may be developed with on-site wastewater disposal systems with the following provisions: 1. On-site wastewater disposal systems must be shown on the final plat for proposed lots 29 and 33. These areas must be designated on the plat as being unavailable for use for driveways, parking areas or structures. 2. Groundwater monitoring must be completed on proposed lot 29. Platting Board Summary of Action October 1, 2003 (Amended 10/ 17/03) Page 2 4. Others a. tS41125 Chugach -Park Subdivision Postponed to 11/5/03. b. S-11153 Ripley Sub./Wooded Hollow Sub. Postponed to 11/5/03. C. S-11039 South Addition and Howard Sub. Postponed to 11/5/03. E. OLD BUSINESS F. NEW BUSINESS 1. Public Hearings a. S-11039 South Addition & Howard Sub. — with Vacation and Variances Postponed to November 5, 2003 Platting Board meeting at the request of the petitioner. b. S-10608-3 Yuklahitna Sub (formerly Rhyneer Sub) Approved the second 18 -month time extension to December 19, 2004. C. S-11125 Chugach Park Subdivision Postponed to November 5, 2003 Platting Board meeting at the request of the petitioner. d. S-11145 IlIamna Acres Subdivision —with Variance AMENDED CONDITION NO. 8 A. Approval of the request to vacate ±20'x 300' of the utility easement along the common lot line of Tract 10A and the N 'A Tract 9, Iliamna Acres Subdivision subject to the non -objection of all affected utilities. B. Approval of the variances from AMC 21.80.200 (legal and physical access) and AMC 21.80.330.A (lot frontage and access). Platting Board Summary of Action September 3, 2003 Page 8 sheet 2 of 3 dated May 19, 2003 shall be constructed of either concrete or asphalt. 2. Resolve the need to eliminate note 4 from underlying plat 2003-85 referencing this easement. f. S-11149 Johnson Subdivision — with Vacation Public hearing carried over to the 9/ 17/03 Platting Board meeting to verify whether the walkway is shown as an easement on the underlying plat or a dedicated walkway. To be placed on the agenda as the first item under Old Business. g. S-11099 Eagle River High School — Vacations Only Request to vacate the BLM and section line easement along the east and south property boundaries withdrawn by the petitioner. h. S-11125 Chugach Park Subdivision Postponed to the October 1, 2003 Platting Board meeting. L S-11144 Gravity Hill Subdivision — with Vacation and Variances Postponed to the October 1, 2003 Platting Board meeting at the request of the petitioner. G. PERSONS TO BE HEARD H. REPORTS 1. Chair 2. Secretary 3. Community 1. Board Member Comments Adjourn at 8:00 p.m. m O:\mn_plat\PBSOA\Pbm a2003\aoe09.03.03.dx Municipality of Anchorage CDevelopment Services Department 1t, Building Safety Division j!i S• vl• MEMORANDUM DATE: June 18, 2003 TO: Jerry Weaver, Jr., Platting Officer, CPD FROM: es Cross, PE, Program Manager, On -Site Water and Wastewater SUBJECTqi Comments on Cases due June 27, 2003 The On -Site Water & Wastewater Program has reviewed the following cases and has these comments: S —10822-2 Graham Subdivision. No objections. S —10873-3 Kincaid Estates Subdivision. See report by ADEC concerning hydrogeology for this proposed subdivision. S —10997-1 Carey Subdivision. Information to satisfy the requirements specified in AMC 21.15 and AMC 15.65 must be submitted for each lot of this proposed subdivision. This information must include, but may not necessarily be limited to: 1. Soils testing, percolation testing and groundwater monitoring must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Ground water monitoring must be conducted during high ground water season in either the fall (October) or spring (April -May). 2. Areas designated for the original and replacement wastewater disposal system sites must be identified and must meet all criteria specified in AMC 15.65, including slope and slope setback requirements. 3. Topographical slope information must be submitted. 4. Supporting documentation on water availability must be provided. S-11057-1 Olympus Subdivision. No objections. \ Municipality of Anchorage Development Services Department off;. ��• Building Safety Division - su ,• MEMORANDUM DATE: August 5, 2003 TO: J Weaver, Jr., Platting Officer, CPD FROM: s Cross, PE, Program Manager, On -Site Water and Wastewater SUBJECT: Comments on Cases due August 15, 2003 The On -Site Water & Wastewater Program has reviewed the following cases and has these comments: S-10811-3 Grandview Subdivision My comments and requirements from a memo dated 09/06/01 still apply. S —10997-2 Carey Subdivision. Same comments as my memo dated 6/18/03. S-11099-2 Eagle River Arca Fligh School (Vacation only). No objections. S-11116-1 Park Subdivision. No objections provided all development is served by public water and sewer. S-11125-1 Chugach Park Subdivision. Same comments as my memo dated 6/18/03. S-11144-1 Gravity Bill. Information to satisfy the requirements specified in AMC 21.15 and AMC 15.65 must be submitted for each lot of this proposed subdivision. This information must include, but may not necessarily be limited to: Comments on Cases due August 15, 2003 Page 2 1. Soils testing, percolation testing and groundwater monitoring must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Ground water monitoring must be conducted during high ground water season in either the fall (October) or spring (April -May). 2. Areas designated for the original and replacement wastewater disposal system sites must be identified and must meet all criteria specified in AMC 15.65, including slope and slope setback requirements. 3. Topographical information must be provided. 4. Supporting documentation on water availability must be provided. S-11148-1 River Park. No objections. S-11149-1 Johnson Subdivision. No objections. Platting Board Summary of Action July 16, 2003 Page 16 j. S-11121 Dietrichs Subdivision, Lots 63-1A & 63-2A — with Variance Postponed to the August 6, 2003 Platting Board meeting at the request of the petitioner. k. S-11124 Sandy Beach Subdivision, Lot 2A & Tract 2A — with Vacation and Variances Postponed to the August 6, 2003 Platting Board meeting at the request of the petitioner. To be placed on the agenda as the first item under Old Business. 1. .S-11125,Chugach Park Subdivision, Lots 1-36 Postponed to the September 3, 2003 Platting Board meeting at the request of the petitioner. G. PERSONS TO BE HEARD H. REPORTS 1. Chair 2. Secretary 3. Community I. Board Member Comments Adjourn at 9:30 p.m. M O:\eon_Plal \PBSOA\P6rw2003\aoa07• l6-03 Ane e s11125 ,nn- 1.19INF F. Robert':_. it_ 4Z2.0 ;go TOP 0 PREPARED FOR: PRELIMINARY PLAT PRAWN YCBS f1El IYJC�Jl�11�1rJ0 CHECKED BY. APPLICATION N/A [�axcc9s uro w.9 w9.c9o9z JOB NUMBER: GRID: w: 9[zr nrcn[ED L:E "T x0. 2002-430 — BELL & QSSOo C EATEN �A CWN•G[. YOU 99!03 SCALE: DATE: e e ^�[ t9o»-n.-3ax 1' = 400' 05/27/03 • ' Platting Board Summary of Action November 5, 2003 Page 4 landscaping requirements of AMC 21.40.040.M for Lots 11A and 5A. 11. Placing the following note on the plat: a. The property is located in Seismic Zone 4 (high ground failure susceptibility) and Seismic Zone 5 (very high ground failure susceptibility) in the event of a seismic occurrence according to the Municipality of Anchorage Geotechnical Hazards Assessment Study prepared by Harding - Lawson Associates (June 15, 1979). b. Lot 5B, Block 27D, South Addition is limited to a single-family dwelling. 12. Make the following drafting corrections: a. Call out the correct plat of record (C-69, not C-60) in the title block. b. Remove the designation `tovtimhouse" from the plat. C. Street names: Vicinity map: Northern Lights Blvd. d. Map information: West of platted area is WI/2 Lot 4. North of platted area, Lots 7 & 8 are now Lot 7B & 8B. South of platted area, Blocks 33A & 33B aren't labeled. South of platted area, Lots 12C & 12D are now Lot 12E. b. G.6=11125�61iugach Park Subdivision Approval of the phasing plan. Approval of the plat for 60 months subject to the following conditions: 1. Resolving utility easements. ' Platting Board Summary of Action November 5, 2003 Page 5 2. Resolving the following with On Site Services: a. Information to satisfy the requirements specified in AMC 21.15 and AMC 15.65 must be submitted for each lot of this proposed subdivision. This information must include, but may not necessarily be limited to: b. Soils testing, percolation testing and groundwater monitoring must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Groundwater monitoring must be conducted during high ground water season in either the fall (October) or spring (April -May). Existing soils information is not sufficient. C. Areas designated for the original and replacement wastewater disposal system sites must be identified and must meet all criteria specified in AMC 15.65, including slope and setback requirements. d. Supporting documentation on water availability must be provided and approved. 3. Entering into a Subdivision Agreement with Private Development for all required public infrastructure improvements and all utilities as prescribed by AMC 21.85.030. 4. Entering into a Subdivision Agreement with Private Development for the following specific improvements: a. Rand Avenue to a 24 foot strip paved standard with ditching and culverts where appropriate from Indian Road to the west boundary of the subdivision. Platting Board Summary of Action November 5, 2003 Page 6 b. All interior roads to 24 foot strip paving standards with ditching and culverts where appropriate. C. Ocean View Road to 24 foot strip paved standards with ditching and culverts where appropriate from the Seward Highway to the entry of the subdivision at its southeast boundary. 5. If it is determined that Rand Avenue cannot be constructed to meet Municipal Standards, alternative secondary access shall be provided into the development which can meet those standards. 6. Submitting erosion and sediment control plan, and a storm water site plan for the proposed development of the subject parcels to Project Management & Engineering. 7. Resolving with Project Management & Engineering, the need for any drainage easements or drainage facilities. 8. Resolving the alignment of the future multi -use trail and or need for easements along Ocean View Road and Indian Road with the Municipal Trails Coordinator. Denali Neighborhood Trail shall be eliminated. 9. Resolving the need for any additional trails easements into surrounding areas per the Anchorage Park, Greenbelt and Recreational Facility PIan with the Trails Coordinators and Parks and Recreation. 10. Obtaining a wetlands permit from the Corps of Engineers and making any required adjustments to the plat to implement the Corps of Engineers requirements. 11. Redesigning Reindeer Circle or provide a frontage road on the south boundary of the lots Platting Board Summary of Action November 5, 2003 Page 7 15-20 to access these lots unless Seward Highway access is allowed for lots 19 and 20. If so, those two lots may be restricted however the State Department of Transportation deems necessary. * The petitioner is working with the State of Alaska to possibly combine and or reduce the number of access points onto the Seward Highway with this and adjacent properties and these two lots may be part of that discussion. 12. Placing the following notes on the plat. a. No direct vehicular access from lots 15-20 is allowed onto the Seward Highway. *This condition may need to be amended to exclude Lots 19 and 20 should the State of Alaska allow some access the Seward Highway. b. The wetland areas shall be described as Wetland Conservation Area, with terminology that outlines the restrictions of their use, as articulated in the draft Covenants, Conditions, Restrictions and Easements. [i.e. no wetland areas shall be cleared, graded, grubbed, filled, or otherwise disturbed. Further, any road and/or driveway crossings of wetland or creek areas require authorization from the Corps of Engineers, and the final plat shall reflect any design changes, or conditions conveyed by the wetland permit. 13. Making the drafting corrections for street name changes and correction to the title block. 14. All wetland boundaries, as defined by the Corps of Engineers, and surveyed as such by the applicant, shall also be delineated on the final plat. Platting Board Summary of Action November 5, 2003 Page 8 15. The final plat shall delineate the surveyed alignments of any and all stream and tributary channels, as defined in the AMC 21.35.030. These water bodies shall include a minimum 25' stream easement, as defined in the AMC 21.45.210, paralleling each. 16. Prior to final, plat approval a storm water site plan shall be submitted for the proposed road improvements. 17. Landscaping meeting the Transition and Buffering standards shall be provided adjacent to the Seward Highway. C. S-11153 Ripley Subdivision & Wooded Hollow Subdivision — with Vacations 1. Return for redesign the request to vacate of approximately 500 feet of Hilltop Drive along the south boundary of Lots 3 & 4, Ripley Subdivision to: a. Determine ownership of this 60 -foot wide strip of land. b. Determine if there is any public interest for right-of-way purposes. 2. Approval of the request to vacate the 15' T&E easement along the south boundary of Lots 3 & 4, Ripley Subdivision subject to the non- objection of all affected utilities and recording a final plat within 18 months. 3. Approval of the plat for 18 months subject to: a. Resolving utility easements including showing all easements for the existing power lines and rededication of any required T&E easement(s). b. Submitting the following to Zoning Code Compliance: ALASKA WATER & WASTEWATER CONSULTANTS, INC. November 3, 2003 Bell and Associates 801 W. Fireweed Lane Anchorage, Ak 99503 Attn: Tom Kearns Subject: Proposed Chugach Park Subdivision soil evaluation Dear Mr. Kearns: Attached are the soil logs for the proposed Chugach Park Subdivision and a site plan showing the approximate locations of the test holes. Several test holes were moved from there original staked locations. The following is a list of all of the test hole locations. TH# 1 A — moved test hole 75 feet south/west of staked location TH#1 B — test hole 23 feet south/west of TI-I#lA TH#2 — moved test hole 72 feet south/cast of staked location TH#3 — test hole on staked location TH#4 — test hole on staked location TH#5 — test hole on staked location TH#6 — moved test hole 36 feet north/west (300d) of staked location TH#6A —location shown on attached site plan TH#613 —location shown on attached site plan TH#7 — test hole on staked location 45 feet from proposed road centerline TH#8 — moved test hole location 143 feet from creek and 40 feet from Indian Road TH#9 — test hole on staked location TH#I OA — moved test hole 25 feet north/west (310d) of staked location TH# l OB — test hole dug on the north half of property. No control points (needs surveyed in) TH# 11 —test hole on staked location TH#12 — test hole dug on south/cast half of lot TH#13 — test hole dug 163 feet south of monument and 30 feet west of ocean view road TH#14 — test hole dug 250 north of power pole and 100 feet west of ocean view road TH#15 —moved test hole 22 feet southwest of staked location TH#16 — moved test hole 19 feet southeast/cast of staked location TH#17 — test hole on staked location TH#18 — no control points (needs surveyed in) TH#19 — no control points (needs surveyed in) TH#20 — no control points (needs surveyed in) TH#21 — test hole dug 124 feet east from power pole and 31 feet north of power line 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 0 Fax: (907) 338-3246 0 Website: akwwc.com TII#22 — no control points (needs surveyed in) TH#23 — no control points (needs surveyed in) TH#24 — moved test hole 46 feet northwest (285d) of staked location TH#25 — test hole on staked location TH#26 — test hole on staked location TH#27 — test hole on staked location TH#28 —test hole not staked dug 129' south (180d) from TH#6 stake TH#29 — test hole dug 20 feet east (80d) of staked location TH#29A —test hole dug 190 feet E 31°S of test hole 36 TH#30 — moved test hole 42 feet north (350d) of staked location TH#31 — moved test hole 42 feet east (100d) of staked location TH#32 — moved test hole 30 feet north west (340d) of staked location TH#33A — no control points (needs surveyed in) TH#33B — no control points (needs surveyed in) TH#34A — test hole on staked location TH#34B — dug on south/west half of lot. No control points (needs surveyed in) TH#35 — test hole on staked location TH#36 — test hole on staked location The soil logs consist of gravelly soil with silts and sands and perked at rates suitable for on-site wastewater systems except for the previously proposed lot #6 and lot #28. TH #6 soil perked over 120 minutes per inch; therefore, is not suitable for an on-site wastewater system. On November 1, 2003, two more test holes were dug on lot #6, and the soil consisted of organic loam and grey clay. The lot was inspected and the property consisted of surface water throughout. Lots 2 and 6 are going to be merged as one lot and will be names lot #6; therefore, TH#2 soil log will be used for lot 6. TH#28 from previously proposed lot #28 had high ground water at less than 1 foot below ground surface (bgs). A new test hole (TH#29A) was dug on November 1, 2003 on proposed lot 29. Suitable soils for an on-site wastewater system were found. Lots 28 and 29 will be reconfigured (as shown on the site plan attached) so that TH #28 will not be used at all and TH#29 will be used for lot #28 and TH #29A will be used for lot #29. The new lot configuration along with the test hole locations are shown on the site plan attached. If you have any questions, or require additional information, please contact us at 337-6179. Thank you for yourAssistance and consideration in this matter. PAL M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com L7 0 s F I i RD e s/ hICMWAY� q ` I-IV w x�� RFS E� .YA i T xoe.n I^ 1 CHUGACH PARK SUBDIVISION "'� — •mva.: wrt: .e. �i.saa�t a.. • _„„` ►ERC TEST AND TEST WEL:23)� ��•, FIELDLOCATIONS eza.=Tse r MR: Iu.V 0 s F I o90d�lV OF ALASKA NVATE, R 8; WASTE, WATER �'•.. � CONSULTANTS. INC. O * : T _ 0....:..... .. SOIL LOG - PERCOLATION TEST 0 LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 6, O •p •., y G rness. PERFORMED FOR: BELL AND ASSOCIATES DATE: 11/01/2003 �p�; CE 7953 IN I:v F� (feet)ORGANICS pQQ°4o roiessio�o��oo 1 -=! w/ LOAM ITEST HOLE ]:67A]D0000do�� 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO DATE GROUNDWATER SEE ATTACHED SITE PLAN SOIL CLASSIFICATIONS 2 ----� CL 0', o GW _c__ ORG 3 lopm •">+ GPI ML GM CL 4 GC SWMH :'ll"ll OL 5SP 5 CH SM r.'OH SC 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO DATE GROUNDWATER SEE ATTACHED SITE PLAN 19� PERCOLATION RATE _ (MIN./INCH) _PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: COMMENTS: UNSUITABLE FOR ONSITE SEPTIC PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ----� --- lopm 19� PERCOLATION RATE _ (MIN./INCH) _PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: COMMENTS: UNSUITABLE FOR ONSITE SEPTIC PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA NVAT.ER R WASTK«'ATER CONSULTANTS, INC. — ..c m SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 6, PERFORMED FOR: BELL AND ASSOCIATES DATE: 11/01/2003 DEPTME- =Zpzo;mp- (feeTEST HOLE 681 2— DATE SOIL CLASSIFICATIONS GW _ ORG 3 -_-= ORGANICS 7.7 GP I I I I ML == w/ LOAM GM CL 4 ==== GC OL SW MH 5 =___ • SP CH ---- 4 1 } SM � � OH 6 ==== 9% . ' SC �r 7 U CL 8- 9— B.O.H. 10- 11 12- 13- 14- 15- 16- 17- 18 2131415161718 DEPTH TO GROUNDWATER DATE SEEP Q 4.5' 11/01/03 SEE ATTACHED SITE PLAN 19 I I PERCOLATION RATE _ (MIN./INCH) —PERC. HOLE DIA. — (INCHES) —jI�—JII TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: — COMMENTS: UNSUITABLE FOR ONSITE SEPTIC PERFORMED BY AKWWC. INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA WATER 8 «'ASTE«'ATRR CONSULTANTS, INC. - ..� SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBWASION; PROPOSED LOT 1, PERFORMED FOR: BELL & ASSOCIATES DATE: 11/01/2003 DEPTH (feet) ____ ORGANICS ITEST HOLE #29A NET DROP (INCHES) 11/01/03 1 - - SOIL CLASSIFICATIONS 2 2 - 4.2 0' 6- GP/SP GW =_-= ORG - - 6' GP I I ML 4 - 4.4 GM CL 6- 5 GC OL 4 - 6 - 5.7 0- ° ;�°• o SW MH 5 •SP CH SM �.'0H MIR7, SC 6 8 GM/SM 9 10 11 - 'Jill 12- 13- 2t3 B.O.H. 14- 15- 16- 17- , 8 415161718 19 20 DEPTH TO DATE GROUNDWATER 9. 11/01/03 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/01/03 1 - - 6. - 2 - 4.2 0' 6- 3 - - 6' - 4 - 4.4 0. 6- 5 - - 1 6• - 6 - 5.7 0- 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CARIA SMITH COMMENTS: LARGE COBBLES FROM 10' TO 12.5' PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S FtRFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: O ALASKA WATER & WASTEWATER CONSULTANTS, INC. November 11, 2003 Bell and Associates 801 W. Fireweed Lane Anchorage, Ak 99503 Attn: Tom Kearns Subject: Proposed Chugach Park Subdivision Lot 29, Ground Water Evaluation Dear Mr. Kearns: Attached is the T1I-29A soil log located on proposed Lot 29. Ground water level was measured at 8.4 feet below ground surface (bgs) on November 10, 2003. According to the soil and ground water conditions in the test hole, the soil is suitable for an on-site conventional wastewater system. If you have any questions, or require additional information, please contact us at 337-6179. assistance and consideration in this matter. P.E., M.S. Ce: Jim Cross, P.E., Municipality of Anchorage 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246' Websitc: akwwc.com ALASKA NVATKR & WASTE, NVATEc R CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 29, PERFORMED FOR: BELL & ASSOCIATES DATE: 11/01/2003 DEPTH (feet) ____ ORGANICS ITEST HOLE 29A 11/01/03 8.4' 11/11/03 SOIL CLASSIFICATIONS 2 �.;..•: 4.2 0' ' "•' GP/SP'^o-' GW ____ ORG 3 •� , :=...: 7F7;7 GP I I ML 4 - •__ .•:I GM CL 4 5 - GC OL 1 6' - 6 - 5.7 °e°. a sw MH 5 •• •'•'• SP CH 11+ SM ��.'OH Sc 6 I I 7 8 GM/SM 9- 101t10- 11 12 13 B.O.H. 14- 15- 16- 17 4151617 18 DEPTH TO GROUNDWATER DATE 9' 11/01/03 8.4' 11/11/03 6' - 2 - 4.2 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/01/03 1 - - 6' - 2 - 4.2 0' 6• 3 - - 6- SOILS LOGGED BY: 4 - 4.4 1 0• 6• 5 - - 1 6' - 6 - 5.7 0' 6• 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CARLA SMITH COMMENTS: LARGE COBBLES FROM 10' TO 12.5' PERFORMED BY AKWWC. INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAPFRFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I I I ii /02 AI.ASKA NVATER 8 N7ASTI?'%VATKR CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION; PROPOSED LOT 1, PERFORMED FOR: BELL & ASSOCIATES DATE: 9/17/2003 (t 81 ORGANICS ITEST HOLE #lAl 1i --- GM 12 13 14 15 16 17 18 19 SOIL CLASSIFICATIONS ? ,tZ GW --- ORG GP ML ft�47 I GM CL GC OL SW MH SP CH 0/14/200 a •moo " '•n.e. SM ; OH 2 SC DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 7.25 0/14/200 — 6- — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/19/2003 1 — — 6- — 2 — 3 0- 6- 3 — — 6' — _ 4 — 3 0' 6- 5 — — 6- 6 — 3 0- 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /0 U 0 ALASKA'N' 7ATL'R & LAVAS CONSULTANTS. INC. TKWATKR LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 2, PERFORMED FOR: BELL & ASSOCIATES DATE: 9/17/2003 DEPTH _ _- (teet) ORGANICS EST HOLE #21 1 u I GM GM w/ SOME CLAY DEPTH TO GROUNDWATER DATE SEEP O 7.0' 9/17/2003 7.0' 9/24/2003 7.4' 10/14/2003 Illllllu 0' 6- 31191 3 — — MANA FZF.Pl — 1 0' 6- NNE 5 M* * 1 6- IIIIIIIII — 1 0' 6- I�Ii1S� 4.dB • DEPTH TO GROUNDWATER DATE SEEP O 7.0' 9/17/2003 7.0' 9/24/2003 7.4' 10/14/2003 — 1 0' 6- o F,. OF ppb g *-.7* . . ...... ........ Je fr Garness.' E953 :� •' SFO SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/19/2003 1 — — 6- — 2 — 1 0' 6- 3 — — 6- 4 — 1 0' 6- 5 — — 1 6- 6 — 1 0' 6- 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES E NO SOILS LOGGED BY; CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: !0 307 o O ALASKA WATER & «'ASTI✓VVATI?R CONSULTANTS, INC. ^----- 7701 L 10008 RW. SURE 101 i N'CHO AOL -AY 10507 -4 PW0NL7(9071777=$i79'�"TUC'joo7)]SE=Jtl6"+-REBSR[ SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION: PROPOSED LOT 3, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 (feet ORGANICS TEST HOLE 3 I- 2- 3- 4- 5- 6- 7 z3a5s7 GM DENSER w/ DEPTH 8 � , 9 10 11 12 13 8.0.11. 14- 15- 16- 17- 18---1 415161718 �•>tsar���L�r��•� DATE DRY _ DRY TO 11.0- 9/17/2003 9/24/2003 DRY TO 11.0' 0/14/200 6- - 2 - - 0- ullill� 3 - - 6- - 4 - 5 /J�. 6- 5 - HNN • 6 - 5 IIIlillll 6' GIN DAB. • -kti DEPTH TO GROUNDWATER DATE DRY _ DRY TO 11.0- 9/17/2003 9/24/2003 DRY TO 11.0' 0/14/200 6- - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/19/2003 1 - - 6- - 2 - 5 0- 6- 3 - - 6- - 4 - 5 1 0- 6- 5 - - 6- 6 - 5 0- 6' 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i IN ACCORDANCE ALASKA NVATKR 8 NVASTK«'ATKR CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION; PROPOSED LOT 4. PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 ui (I ORGANICS GP/SP w/ SOME SILT MIXED THROUGHOUT TEST HOLE #4 DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 DRY - - ulllu� 2 - 4 0- 6- IMP, 3 Hum • Im IIIIIIIII — iR 0- 6- %//% 5 100 — vF", •fm 6 — DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 DRY 0/14/200 - 6- - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/17/2003 1 - - 6- - 2 - 4 0- 6- 3 - - 6- 4 — 4 0- 6- 5 — — 6- 6 — 4 0- 6. PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENT PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /D o ALASKA NVATER & «'ASTI?N'lrATI✓R CONSULTANTS, INC. � a SOIL LOG ------PERCOLATION TEST . ................ CHUCACH PARK SUBDIVISION; PROPOSED LOT 5, Je re A. G ess:• LEGAL DESCRIPTION: a —7953 :G PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 QQ'�o N014 Pr (f PeT1r)I —' ORGANICS TEST HOLE 5 a���oo°0���6od t y 7 8"`:. gjGP/SP TO SP w/ SOME SILT 10 { 12 �4 13- 14 3 14 15 16IB.;l 17 18 DEPTH TO GROUNDWATER =�:•� SOIL CLASSIFICATIONS ORG Gw J— 3 _'•: +`og �.'�• r>r=:GP IML 6• — GM CL 4 - v GC OL 3 •7 �.: , •°> ; SW MH 5 • • SP CH 0• ".•: ��.� SM : OH • SC 7 8"`:. gjGP/SP TO SP w/ SOME SILT 10 { 12 �4 13- 14 3 14 15 16IB.;l 17 18 DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 14.0' 9/24/2003 DRY TO 14.0 0/14/200 — — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/17/2003 1 — — 6• — 2 — 3 0• 6• 3 — — 6' — 4 — 3 0• 6- 6 — 3 0' 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 10110102 ���Y'����IS.`_- .. _. _... ... _� O"`�!'• ' :750 ALASKA NVATEi R & «'AST 4:"7ATLR o P SI CONSULTANTS, INC. 0+* ,,,,'y, SOIL LOG - PERCOLATIONTEST ... . LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION: PROPOSED LOT 6,J fr A. ness: Q Pe e PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 QQ4�'e'e E-7953 .� 0 �P�ofessiofloao °(r e1 °" TEST HOLE 6 ��D�0000�� ORGANICS SOIL CLASSIFICATIONS 2 — — GW i��_ GP — 3 L:•rML GM CL 4-J GC , OL MH 5 "••• L SP CH / SM OH 6 SC GM/CL 7 8 9 10 11 12 13 14 15 16 17- 18- 19- 20 7181920 ,. _S ..--GGC0 1* DEPTH TO GROUNDWATER DATE SEEP m 4.5' 9/17/2003 3.0' 9/24/2003 3.0' 1 _10/14/200 - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/18/2003 1 2:07 - 6• - 2 2:37 30 5 5/8- 3/8- 3 2:37 - 6' - 4 3:07 30 1 5 3/4* 1/4. 5 3:07 - 6' - 6 3:37 30 5 3/4- 1/4 - PERCOLATION RATE 120 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 3.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO US PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: UNSUITABLE FOR ONSITE SEPTIC PERFORMED B KWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:!, IN ACCORDANCE ALASKA NN7ATFM & NNASTKVVATER CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 7, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 (eet ORGANICS TEST HOLE7 GM/SM • • .III SEEP O 9.5' 9/16/2003 9.5' 9/24/2003 7.5' 0/14/200 ffm RMW• 2 — 3 0. 6- DEPTH TO GROUNDWATER DATE SEEP O 9.5' 9/16/2003 9.5' 9/24/2003 7.5' 0/14/200 f y A. Gar ss. C 7953 ,•'`F4 1.e.. .... ' • c OAv� SEE ATTACHED . SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 9/17/2003 1 — — 6- — 2 — 3 0. 6- 3 — — 6- — 4 - 3 0. 6- _ 5 - - 6. - 6 - 3 0. 6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: U o ALASKA «'ATER & AVASTI✓NZ'ATER ----- ---^-• CONSULTANTS, INC. .. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION; PROPOSED LOT 8, PERFORMED FOR: BELL AND ASSOCIATES DATE; 9/16/2003 DEPTH (legit) --t—t— ORGANICS TEST HOLE #8 2 3 4 5 6-jl01}ii11 GM/SM 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE SEEP O 10.5' 9/16/2003 8.5' 9/24/2003 7.5' 0/14/200 2 - <1 0- 6- 3 - - 6- - 4 - <1 0- I 5 NNE • mm 1 - <1 IIkw IIif 6- DEPTH TO GROUNDWATER DATE SEEP O 10.5' 9/16/2003 8.5' 9/24/2003 7.5' 0/14/200 2 - <1 If y A. aGaess..: 0 C 7953 d`G SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/19/2003 1 - - 6- - 2 - <1 0- 6- 3 - - 6- - 4 - <1 0- 6- 5 - - 6- - 6 - <1 0- 6- 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 10146103 ALASKA. NVATKR & «'ASTE4 NVX E4 R CONSULTANTS. INC. — LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 9 PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTti (feet) 1- 5 '-11 p Iljl� GM/SM 7 8 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 9 DEPTH TO GROUNDWATER DATE SEEP O 10.5' I Iillllill • . a � 11:11191 2 - <1 w0p, "MIN IIIIIIIII % 3 Om 6" 3!Illtl� 17.6 • 0" 6" 5 DEPTH TO GROUNDWATER DATE SEEP O 10.5' 9/16/2003 9,0' 9/24/2003 8.33' 0/14/200 2 - <1 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/17/2003 1 - - 6" - 2 - <1 0" 6" 3 - - 6" - 4 - <1 0" 6" 5 - - 6" - 6 — <1 0" 6" PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: J IN ACCORDANCE ALASKA NATER & NVASTEWATLR CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 10, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTH (real) _ — TEST HOLE #10A 1 =_ ORGANICS SOIL CLASSIFICATIONS �- 2 DATE : GW -_=- ORG 9/24/2003 4.5' u:°oo 00 GP ML 3 3 12:55 - 6- - 4 1:25 30 GM CL 5 1:25 - - 10 6 4— 3 1/2- 2 1/2- a GC GC OL °�•0 0SW MH SP CH a SM / : OH � °o SC 6 :dao: 15 16 17 16 DEPTH TO GROUNDWATER DATE GIVI 7 5.5' 9/24/2003 4.5' u:°oo 00 6�°°° oo° 3 1/2- 2 1/2" 3 12:55 - 6- - 4 1:25 30 oo• 5 1:25 - - 10 6 1:55 30 3 1/2- 2 1/2- a 15 16 17 16 DEPTH TO GROUNDWATER DATE SEEP O 6.0' 9/16/2003 5.5' 9/24/2003 4.5' 0/14/200 2 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/18/2003 1 12:25 - 6• - 2 12:55 30 3 1/2- 2 1/2" 3 12:55 - 6- - 4 1:25 30 2•5 1 3 1/2w 2 1/2- 5 1:25 - - 6 1:55 30 3 1/2- 2 1/2- 19� PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c ALASI A «'ATI?R &«'ASTM«'A'i'I?R . I CONSULTANTS. INC.-._..._..._ ..,._.... _ L'IUDOR 1W. -SVM 101 • A4CN0RA4C-AIC-09501iTNONEioo7)377=in0'iT,{X:'-(067S33EaSid"i-YIE85RG-aL..c.a LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION: PROPOSED LOT 10, PERFORMED FOR: BELL & ASSOCIATES DATE: 9/17/2003 DEPTH ____ (feet) ORGANICS ITEST HOLE #10B GM DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 10.5' 9/24/2003 DRY TO 10.5' 0/14/200 - 6- - 2 - 1 0' 6' 3 - - - - 1%,03vil 4 - 1 m Lim 5 111111111 - Rim 6 =ZZ0.0 1 0' 6' DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 10.5' 9/24/2003 DRY TO 10.5' 0/14/200 - 6- - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/19/2003 1 - - 6- - 2 - 1 0' 6' 3 - - - - 4 - 1 0' 6' 5 - - - 6 - 1 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: LARGE COBBLES & BOULDERS THROUGHOUT PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THATTHIS WA P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA «'ATL'R 8 NN'ASTE«'ATL'R CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 11, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTH ( ORGANICS ITEST HOLE # 11 1 2 3 4 5 DATE DRY 9/16/2003 ' •'� GP/SP TO 6 > GM/SM 2 ML W/COBBLES & GM "'•'� LARGE Mom "n�•'� BOULDERS OL •'� (MORE SAND 5 "•` ' ® 5 FEET) SP 6 CH lo—,—=• ' -... •: ' 12 -•'• ' 13 . •: "•' BA.I I. 14 15 16 17 18 19 SOIL CLASSIFICATIONS DATE DRY 9/16/2003 GWORG __— DRY TO 12.5' > GP 2 ML 0" 6' GM 3 CL Mom GC 4 OL 0" 6- SW 5 MH ':�•: SP 6 CH 0" 6" SM OH ✓ fir" SC DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 12.5' 9/24/2003 DRY TO 12.5' 0/14/200 2 SEE ATTACHED SITE PIAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/18/2003 1 — — 6" - 2 - 3 0" 6' 3 - - - - 4 - 3 0" 6- 5 - - - - 6 - 3 0" 6" PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: it IN ACCORDANCE ALASKA «'APER 8 N7ASTE«'AZ7?R CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION: PROPOSED LOT 12, PERFORMED FOR: BELL do ASSOCIATES DATE: 1/30/2003 DEPTH (feet) TEST HOLE ui,51 ORGANICS GP -SP w/ LARGE COBBLES SOIL CLASSIFICATIONS DATE DRY 1/30/2003 GWORG 2/7/2003 — — 10/14/200 3:56 GP 6' - ML 3:57 GMCL 0• 6• 3 GC - 6• OL •°> •" SW 3:58 1 MH •'• SP 15 3:58 CH 6' SM 6 OH " . SC 6• DEPTH TO GROUNDWATER DATE DRY 1/30/2003 11.8, 2/7/2003 DRY TO 12' 10/14/200 3:56 - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/30/2003 1 3:56 - 6' - 2 3:57 1 0• 6• 3 3:57 - 6• - 4 3:58 1 0' 6- 1 15 3:58 - 6' - 6 3:59 1 0• 6• PERCOLATION RATE <1 (MINANCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REQUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: G ALASKA WATER &'NVASTKVVATER CONSULTANTS. INC. LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 13, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTH—_— (foal) — ORGANICS ITEST HOLE 13 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 2C GP/SP TO GM/SM W/ LOTS OF LARGE COBBLES & BOULDERS DEPTH TO GROUNDWATER DATE SOIL CLASSIFICATIONS 9/16/2003 r GWORG 9/24/2003 GM =T«=GP ML GM CL GC OL °• •°•'• SW MH • '• •'• : SP CH SM : OH sc 6• — GP/SP TO GM/SM W/ LOTS OF LARGE COBBLES & BOULDERS DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY 9/24/2003 DRY 0/14/200 - 6• - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/16/2003 1 - - 6• - 2 - 3 0• 6• 3 — — 6• — 4 — 3 0• 6- 5 — —I 6• — 6 — 3 0• 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL rnMMGKITO PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: D v O ALASKA «TATER & NVASTEWATER ------ CONSULTANTS, INC. LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 14, PERFORMED FOR: BELL k ASSOCIATES DATE: 1/30/2003 DEP (teat TEST HOLE 14 1 ORGANICS m 4 -�,.•: FAR 1 NIHMI •- 1t� N21191 Il///% NNE 111111111 GP -SP W/ 5' ••• LARGE MOO 4:50 COBBLES AND 6 �•_�.; SOME SILT 3 4:50 LENSES 7 .-1' . 8 DATE FAR 1 NIHMI •- 1t� N21191 Il///% NNE 111111111 • 6' - pal MOO 4:50 1 10 • 3 4:50 ML 11 12- 2 4:51 1 0' 6' _ 13- 131415161718 4:51 - 14- 15- 4:52 1 16- 17- 181 19 DEPTH TO GROUNDWATER DATE FAR 1 NIHMI •- 1t� N21191 Il///% NNE 111111111 • 6' - pal MOO 4:50 1 ��B • 3 4:50 DEPTH TO GROUNDWATER DATE DRY 1/30/2003 8.5' 2/7/2003 7.8' 10/14/2002 - 6' - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 1/30/2003 1 4:49 - 6' - 2 4:50 1 0' 6- 3 4:50 - 6- - 4 4:51 1 0' 6' _ 5 4:51 - 6' - 6 4:52 1 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REOUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z 043 P40- ALASKA NVATLR CONSUL «'ASTE'NS'ATIM FS. INC. LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 15, PERFORMED FOR: BELL & ASSOCIATES DATE, 1/30/2003 DEPTTl-: — (fee1 ORGANICS 2—t- ., y 5 6 ,. . WEEP O 9.5' o- GW— 2/7/2003 ---- ORG GP/SP w/ 7 - SOME ML < V0 COBBLES 3 4:28 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 15A SOIL CLASSIFICATIONS DATE WEEP O 9.5' o- GW— 2/7/2003 ---- ORG f •rt•. GP - 2 ML <1 GMCL 3 4:28 — GCI"' 4 OL • •°•�• SWMH 5 4:29 — •'• SPCH 6 4:29 <1 0' 6' M SM OH Sc DEPTH TO GROUNDWATER DATE WEEP O 9.5' 1/30/2003 DRY 2/7/2003 DRY 0/14/200 — 6' — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 1/3O/20 03 1 4:27 — 6' — - 2 4:27 <1 0' 6- 3 4:28 — 6' — 4 4:28 <1 0' 6' 5 4:29 — 6• — 6 4:29 <1 0' 6' NOTE: AVERAGED 30 SECONDS TO DROP 6 INCHES PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM WILL REOURE THE USE OF SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA INTATKR & NVASTKVVATKR CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBOMSION; PROPOSED LOT 15, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPT (ree1� F --=-] ORGANICS TEST HOLE # 158 2 DATE DRY 9/16/2003 DRY TO 9.5' SOIL CLASSIFICATIONS ORG '•? o -s GW - 3 6' — 2 — GP ML 3 — — GP/SP TOGM CL 4 5 0' 6- GM/SM W/GC — OL 6 — COBBLES AND SW I MH }LARGE BOULDERS.SP CH 5 i+ MORE SAND/SILTSM : OH i ITw/ DEPTHSc 6 7 0 CL VISUALLY 9_ V i] TED TO BE IIMMP RMEABLLE 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 9.5' 9/24/2003 8.75' 0/14/200 - 6' — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9 16 2003 1 - - 6' — 2 — 5 0' 6- 3 — — 6' — 4 — 5 0' 6- 5 — —6.- 6 — 5 0' 6' 19 1 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3 FT. AND 4 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:101;6-t ALASKA 'NATER & NVASTENVATER - •-------•-^^----- – --� CONSULTANTS, INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION: PROPOSED LOT 16, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DE{t�Jiyy� (faeri ORGANICS PT 1 y — -F.o YR'•• 5 6••' 7'••: , •., 9':.. . 12�' =it , 13—`=" 15—i B.O.0 16 17 18 GP/SP TO GM/SM W/ COBBLES & LARGE BOULDERS (MORE SAND AND SILT W/DEPTH) TEST HOLE 16 DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 13.0' 9/24/2003 DRY TO 13.0' 0/14/200 RM — slims x 6' VZZZ — — 1zA — • M- 6' 111111111 — — 6' — 6 =00jo 0' 6- DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 13.0' 9/24/2003 DRY TO 13.0' 0/14/200 6' — SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/16/2003 1 — — 6' — 2 — 3 Ow 6' 3 — — 6' — 4 — 3 Ow 6' 5 — — 6' — 6 — 3 0' 6- 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS YJAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: D ALASKA NVATLR & %VASTENVATLR CONSULTANTS. INC. a w SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION; PROPOSED LOT 17, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTH (feet) __ ORGANICS 1—� K 3 4 5 DATE GP/SP TO 6 "_ ; GM/SM W/ DRY TO 13.0' �?�•: COBBLES 7 �.•: LARGE 2 — BOULDERS 8..�,� (MORE SAND 3 .•: AND SILT 6• — W/DEPTH) 10 11 12 13 14 15 16 17 16 19 TEST HOLE #17 SOILCLASSIFICATIONS T5co-'; GWORG ��•- GP ---- ML GM CL y GC OL •tee SW MH SP CH SEE ATTACHED SM OH _ sc I SITE PLAN DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 13.0' 9/24/2003 DRY TO 13.0' 10/14/200 — 6' — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/16/2003 1 — — 6' — 2 — 3 0• 6- 3 — — 6• — 4 — 3 0' 6• 5 — — 6• — 6 — 3 0' 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: O ALASKA tiNTATL'R & WASTEWATER CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 18, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 (feet) ORGANICS Ttl ___= ORGANICS TEST HOLE NiA 7GM TO SM w/ LARGE 8 I COBBLES & BOULDERS 9 I •f 10 11 12 13 14 15 16 17 18 19 DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 1 0/14/200 2 — 2 0' 6- 3 — — 6• — ISOIL CLASSIFICATIONS — 2 2 6' 5 — — 6- 6 — 2 0• 6• GM SM --I r> r:�_ GP Ir_ ML 3 I • GM CL 4 GC OL • °• •°• o SW MH 5 SP CH • SM OH SC 6 7GM TO SM w/ LARGE 8 I COBBLES & BOULDERS 9 I •f 10 11 12 13 14 15 16 17 18 19 DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 DRY 0/14/200 2 — 2 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9 19 2003 1 — — 6• — 2 — 2 0' 6- 3 — — 6• — 4 — 2 0' 6' 5 — — 6- 6 — 2 0• 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA ' ''VATER & «'ASTE«'ATIM ------------^---- CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LECAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 19, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 DEPTH ------ (feet) ORGANICS ITEST HOLE #19 1 F-c-rm�i 16 17 18 GP TO SP w/ LARGE COBBLES & BOULDERS Fa DEPTH TO GROUNDWATER - Illilllu DRY 9/17/2003 71L'II /.�J. N/NN utttttu • — 6- — ����. 2 ��tttt; �.atB • 3 — DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY 9/24/2003 DRY FO/14/200 — 6- — (Je Fr y A. Gorness.- E-7953 SEE ATTACHED SITE PLAN a DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/19/2003 1 — — 6- — 2 — 3 0- 6- 3 — — 6- 4 — 3 0- 6- 5 — — 6- — 6 — 3 0- 6- 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARL+ SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PF FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 0 0 ALASKA NVATLR & NVASTI✓«'ATLR CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION: PROPOSED LOT 20 PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 DEP (feel ORGANICS TEST HOLE 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GM/SM SOIL CLASSIFICATIONS DATE SEEP 0 11.0' 9/17/2003 GW 9/24/2003 10.7' ORG - GPI 2 ML 3 GM / , CL - GC 4 OL °• •°• a SW 5 MH • •'• • SP 6 CH 3 0' 6• SM i OH SC DEPTH TO GROUNDWATER DATE SEEP 0 11.0' 9/17/2003 11.0' 9/24/2003 10.7' 0/14/200 - 6• - .. 1 .... � f �Y . a.. • ...... P i Q v ' CE 7953 �F`O ..... SEE ATTACHED SITE PIAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/19/2003 1 - - 6• - 2 - 3 0' 6- 3 - - 6- 4 - 3 0' 6' 5 - - 6- 6 - 3 0' 6• 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: O 4 a ALASKA WATER R WASTEWATER CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 21 PERFORMED FOR: BELL & ASSOCIATES DATE; 9/16/2003 DEPTH [--1 (feet) __ _ ORGANICS K 3 4 15 16 17— is- 19- 20- 7781920— TEST HOLE #21 SOIL CLASSIFICATIONS DATE GP/SP TO GP ML GM/SM W/ 7 -,_••� COBBLES 6• — �• Z4 . & LARGE '•°o,�e •'• BOULDERS B ~�� SM ,' SC OH 6• — (MORE SAND 4 �•�AND SILT 0• 6- • W/DEPTH) — — 1 6- 10 _�•• — 15 16 17— is- 19- 20- 7781920— TEST HOLE #21 SOIL CLASSIFICATIONS DATE DRY GP ML 9/24/2003 DRY TO 12.0' GM CL 6• — GC SW OL MH '•°o,�e •'• SP CH 3 SM ,' SC OH 6• — DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 12.0' 9/24/2003 DRY TO 12.0' 0/14/200 — 6• — f.. !e A.ess.- Cf -7953 6°� Prof esslov"a SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/16/2003 1 — — 6• — 2 — 3 0• 6• 3 — — 6• — 4 — 3 0• 6- 5 — — 1 6- 6 — 3 0' 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL u,)HKiE N T S: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: D O ti �. ALASKA �VA'1'I�R S VAS 1'LN'�'A7'LR CONSULTANTS, INC. _...:. .. 5179 - FAY, (907MB SOIL LOG — PERCOLATION TEST � ......... LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 22 OQ o • e r A G mess.- PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 —7 3 �cPG (fee 1)_ ORGANICS 4DEPTH���40000'91 lorld" � TEST HOLE 22 1 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE GP/SP TO SOIL CLASSIFICATIONS GM/SM W/ 2^�s:. .: �'�.•: COBBLES $_���• t.. & LARGE 3 BOULDERS 9 ~'�• (MORE SAND — 4 0' 6' AND SILT 5 — — W/DEPTH) 6 — 4 0• 6' . .� I U GM CL GC OL 4 .' . SW MH �. SP CH • .. 5< , •SM �� OH :• ter• SC 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE GP/SP TO 7 ?`= GM/SM W/ DRY TO 14.0' .: �'�.•: COBBLES $_���• t.. & LARGE 3 BOULDERS 9 ~'�• (MORE SAND — 4 0' 6' AND SILT 5 — — W/DEPTH) 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 14.0' 9/24/2003 DRY TO 14.0' 0/14/200 2 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/16/2003 1 — — 6" — 2 — 4 0' 6' 3 — — 6- 4 — 4 0' 6' 5 — — 6' — 6 — 4 0• 6' 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W lS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: O 0 AhASICA, NNIX1'LR S NNASTI4��NVATI R - ••---•�•--a•-- ------ CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 23, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPTH (Ieet)ORGANICS ITEST HOLE #231 2- 3 3 �R.. 5 6 •' 7- 8--1 8 L: •': 12 13 ••' B.O.H 15 16 17 18 19 GP/SP TO GM/SM W/ COBBLES Sc LARGE BOULDERS (MORE SAND AND SILT W/DEPTH) SOIL CLASSIFICATIONS DRY 9/16/2003 GWORG 9/24/2003 _ 10/14/200 6' GP I ML 4 GM 6 _ CL 3 — GC 6' — OL °. •°. a SW 4 0' MH ' ••• : SP 5 — — CH — SM 6 — 4 OH 6' SC DEPTH TO GROUNDWATER DATE DRY 9/16/2003 DRY TO 12.5' 9/24/2003 DRY TO 12.5' 10/14/200 6' — —7953 4e^••. 41;1aPl°fesslo�t SEE ATTACHED SITE PLAN ess.: `i DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9 16 2003 1 — — 6' — 2 — 4 0. 6 _ 3 — — 6' — 4 — 4 0' 6- 5 — — 6' — 6 — 4 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 10.4 44-0 9 ALASKA NVATER & WASTENVATER CONSULTANTS. INC. LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION; PROPOSED LOT 24, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPT --- (feet) ORGANICS TEST HOLE 2 9 MIIU 104 Lll 11 CL 12- 13- 14- 15- 16- 17 2 1314151617 18 DEPTH TO GROUNDWATER DATE DRY 9/16/2003 *DRY TO 2.5' SOIL CLASSIFICATIONS 0/14/200 — 2 6� — 2 — 2 0' 6' 3 — — 6' — GW-- — 2 ORG 3 IH' 5 — — 6' ::: GP 6 — ML 0' 6' GM CL ►+ ul ` . ' G, OL 4 M I I ; •�; o; SW MH • SP CH 5 SM : OH 6 I I GM SC 9 MIIU 104 Lll 11 CL 12- 13- 14- 15- 16- 17 2 1314151617 18 DEPTH TO GROUNDWATER DATE DRY 9/16/2003 *DRY TO 2.5' 9/24/2003 12' 0/14/200 — — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/19/2003 1 — — 6� — 2 — 2 0' 6' 3 — — 6' — 4 — 2 0' 6' 5 — — 6' — 6 — 2 0' 6' 19 I PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES M NO SOILS LOG OBY. CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL PERFORM ENJWAKWWC. INC. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ ED IN ACCORDANCE ALASKA NVATER & NVASTENVATER CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 25, PERFFO� DEP FOR: BELL AND ASSOCIATES DATE: 9/16/2003 ( L) ORGANICS ITEST HOLE #25 I I SOIL GM CLASSIFICATIONS ORG GW — -- >irr: GP ML 0/14/200 GM CL i GC OL °• •°> o SW MH '• •'• SP CH t SM OH 14 Sc SM w/ SOME GM DEPTH TO GROUNDWATER DATE SEEP O 9.0' 9/16/2003 11.o' 9/24/2003 9.6' 0/14/200 2 SEE ATTACHED SITE PIAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 9/17/20031 1 — — 6' — 2 — <1 0' 6. 3 — — 6- 4 — <1 0' 6. 5 — — 6- 6 — <1 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL PIIMMFAITq- _. PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ IN ACCORDANCE ALASKA NNTATER R NVASTTM'ATL'R CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 26, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/16/2003 DEPT ('ee ORGANICS TEST HOLE 2 1 GM/SM CL SOIL CLASSIFICATIONS — ORG O,t; GW 9/24/2003 GP Mil ML 2 GM 5 0' 6- CL 3 GC 7TTTT OL e •moo o' SW 5 0' 6' MH •� p. • SP CH . SM OH SC DEPTH TO GROUNDWATER DATE SEEP 0 10.0' 9/16/2003 9.5' 9/24/2003 9.3' 0/14/200 2 —7953 .•' `.FG SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 9/17/2003 1 — — 6' — 2 — 5 0' 6- 3 — — 6' — 4 — 5 0' 6' 5 — —1 6' — 6 — 5 0' 6' 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /0136/6- ALASKA A VATER & N VASTFiA VATER CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 27, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/18/2003 DEPTORGANICS (1. TEST HOLE #27 E 4 11 12 13 14 15 16 17 18 19 GM/SM DEPTH TO GROUNDWATER DATE SEEP m 8.5' 9/16/2003 8.5' Illllllu 7.5' 0/14/200 - uum • 3 IIIIIIIII 3 - - am, _ 4 DEPTH TO GROUNDWATER DATE SEEP m 8.5' 9/16/2003 8.5' 9/24/2003 7.5' 0/14/200 - ...I ...... SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) - 2 - 3 0' 6' 3 - - 6' - _ 4 - 3 0' 6' 5- 6 - 3 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: WA 0 ALASKA NVAII?R R NVASTENVATER CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 28, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 DEPTH---_ (feet) TEST HOLE 28 SOILS LOGGED ORGANICS GM/ML/CL GM/SM w/ COBBLES & BOULDERS OIL CLASSIFICATIONS DATE SEEP O 4.5' 9/17/2003 GW 9/24/2003 •0.83' ORG L s ice_ GP 2:36 30 5 1/4- 3/4- ML 3 GM - 6" - CL 3:06 GC 5 OL °• •�• a SW 6 3:36 30 5 1/2* 3/4 - MH ': �'• : SP CH Lf 1 Ul sM OH sc DEPTH TO GROUNDWATER DATE SEEP O 4.5' 9/17/2003 2,5' 9/24/2003 •0.83' 0/14/200 2 A.�9rness:' E-7953 ,•',Fo ...'. 4o Prolesef00000 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 9/18/2003 1 2:06 — 6' — 2 2:36 30 5 1/4- 3/4- _ 3 2:36 - 6" - 4 3:06 30 5 1/2- 3/4- 5 3:06 - 6' - 6 3:36 30 5 1/2* 3/4 - PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO JS PERCOLATION TEST PERFORMED BY: CALEB GALL PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ IN ACCORDANCE ALASKA NVATER & NVASTENVATER CONSULTANTS, INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 29, PERFORMED FOR: BELL & ASSOCIATES DATE: 9/17/2003 ORGANICS 1 2 3 4 5 7 =•'� GP TO SP t` • W/SOME SILT 6 a ••• 9 10 11 12 13 14 15 16 17 TEST HOLE #29I Ii 2MSM % : OH sc DEPTH TO GROUNDWATER GW GP - ORG ML DRY TO 13.0' 9/24/2003 GM 0/14/200 CL 2 GC SW 2 0' 6• OL MH •°• a :•: SP JODY MAUS PERCOLATION TEST PERFORMED BY: CH 2MSM % : OH sc DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 13.0' 9/24/2003 11' 0/14/200 2 ' of a A.�Otness.� C -7953 .& . ..... cc°'o SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) yj7 2003 1 - - 6' - 2 - 2 0' 6• A FOUR HOUR PRESOAK WAS PERFORMED: 3 - - 6- JODY MAUS PERCOLATION TEST PERFORMED BY: 4 - 2 0' 6' 5 - - 6' - 6 - 2 0• 6• WA PFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �0 0 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THATTHIS WA PFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �0 0 NFWW- ALASKA NVATKR R. NVAST.EWATKR CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION: PROPOSED LOT 29. PERFORMED FOR: BELL & ASSOCIATES DATE: 11/01/2003 DEPTH ---- (tees) =EORGANICS ITEST HOLE99A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS CLOCK NET TIME TIME (MINUTES) P GW cc__ ORG 77;7 GP I d.11 I ML MIJUI GM CL GC I, OL oJDO O •.•..• • SW MH '� �'• SP •1}}SM CH 6' ,' OH sc — 4.4 DEPTH TO DATE GROUNDWATER 9. 11/01/03 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/01/03 1 — — 6' — 2 — 4.2 0' 6- 3 — — 6' — 4 — 4.4 0' 6' 5 — — 1 6- 6 — 5.7 0' 6' 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CARLA SMITH COMMENTS: LARGE COBBLES FROM 10' TO 12.5' PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS W S VERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c ALASKA VVA7Z:R R WASTE, WATKR CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 30, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 ULP (fea 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ORGANICS GM/SM W/ COBBLES & BOULDERS DENSER w/ DEPTH (HARDPAN) TEST HOLE 3 SOIL CLASSIFICATIONS DATE ORG tuo; GWl 9/24/2003 GP 0/14/200 ML 3 — GM 6' — CL i GC 5 — OL 6' — SW 3 MH •'•' SP CH l SM OH SC DEPTH TO GROUNDWATER DATE 10.0' 9/17/2003 10.0' 9/24/2003 11.0' 0/14/200 0' 6' 3 — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/18/2003 1 — — 6- — 2 — 3 0' 6' 3 — — 6' — 4 — 3 0. 6' 5 — — 6' — 6 — 3 0' 6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A CARNES$, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: IN ACCORDANCE ALASKA NN'ATIM & NNASTENA'ATLR CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUCACH PARK SUBDIVISION: PROPOSED LOT 31, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 DEPTH _ (feet) ORGANICS TEST HOLE #31 1 7 DATE GP/SP TO �L/ MLS LV�M SOIL CLASSIFICATIONS 6 ��• 2 6• - & BOULDERS 2 '::•: 2 d_ o GW ORG - - 6• - — -- 4 - 2 >�: GP GM - ML CL 6• - q i GC 0• 6• OL ,..,.•: =�•• SW MH ..�. o -00. SP CH Vis••: SM OH i 61 _�� _ SC 7 DATE GP/SP TO 9/17/2003 ••� GM/SM w/ 6 ��• SOME COBBLES 6• - & BOULDERS 2 <<:..• 2 0• 6• 10 11 12 13 14 15 16 17 18 19 DEPTH TO GROUNDWATER DATE 11.0' 9/17/2003 11.0' 9/24/2003 9.0' 10/24/200 - 6• - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/18/2003 1 - - 6• - 2 - 2 0• 6• 3 - - 6• - — -- 4 - 2 0• 6• 5 - - 6• - 6 - 2 0• 6• PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THISWA PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA I VA ASTEAVATKR NC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 32, PERFORMED FOR: BELL AND ASSOCIATES DATE:_ 9/17/2003 DfPT IORGANICS ITEST HOLE 3 1 /i,IIIi 2 "'•' VL/ VL/LVHM SOIL CLASSIFICATIONS ORG ,� . ice• : c! d+ GW - "••• 2 GP ML t & BOULDERS GM CL 4_.� : 1 0' 6' GC OL - •: �.j:. o • SW MH 1 0' 6• SP CH SM OH SC 7 "'•' GP/SP TO 9/17/2003 10.0' GM/SM w/ 8 "••• 2 - SOME COBBLES t & BOULDERS 9.- 4 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 10.0' 9/17/2003 10.0' 9/24/2003 9.5' 0/14/200 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 9/18/2003 1 - - 6' - 2 - 1 0• 6- 3 - - 6' - 4 - 1 0' 6' 5 - - 6• - 6 - 1 0' 6• 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ___/6 ?n /02 AI.ASKA NVAJ' ?R &N7ASTE«'APER CONSULTANTS. INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION: PROPOSED LOT 33, PERFORMED FOR: BELL AND ASSOCIATES DATE:. 9/17/2003 (feet) ORGANICS 2 3 4 5--{j Q IjjlN GM/SM 3 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 33 SOIL CLASSIFICATIONS DATE 6.0' ?`os GW- - - ORG 0/14/200 GP 1 I ML Ul GM 0' CL GC - OL °. •°.�. SW 4 - 2 MH '• SP 5 - CH 6' SM OH yr SC 6 - DEPTH TO GROUNDWATER DATE 6.0' 9/17/2003 4.5' 9/24/2003 4.5' 0/14/200 6' - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/18/2003 1 - - 6' - 2 - 2 0' 6' 3 - - 6- 4 - 2 0' 6- 5 - - 6' - 6 - 2 0' 6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20� A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THATTHIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: d G ALASKA. 'NN'ATLR -- CONSUL 3TE'%S'ATL'R SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 34, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 °(feet RGANICS TEST HOLE #34A 1 2 DATE 3.0' UL/ML 3 `>'•' rr ... GP/SP -_--_-_ 1131191 0OZZi 00p, 5 HNN • D.O.11. 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 3.0' 9/17/2003 4.0' 0/14/200 muu� -_--_-_ 1131191 0OZZi 00p, HNN • alma DEPTH TO GROUNDWATER DATE 3.0' 9/17/2003 4.0' 0/14/200 SEE ATTACHED SITE PLAN 19� PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO S^ILS LCCGEC BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 0 0 -_--_-_ F7 19� PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO S^ILS LCCGEC BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 0 0 ALASKA NVA717ER & WASTE, WATE4 R CONSULTANTS. INC. f O �: : ya SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDMSION; PROPOSED LOT 34,1 e or ess.- PERFORMED FOR: BELL AND ASSOCIATES DATE; 9/17/2003 OQQ� —7953 0� e df'alo�rofes°� o ((i DEPT = ORGANICS TEST HOLE 34 �4000slof\ 1 I I —I I ML n. I 2 3 a 5-1 i 6 %Ii 7 DATE SEEP O 10.0' 9/17/2003 GM/SM 9/24/2003 8.2' 10/14/200.' 2 — 3 0. 6. utllllu — �ICII 9- I �/�i I 6. 10- 10 — win — Rm 3 0. 111111111 ow 11 11 Llij� 11111: 12 B.O.11. 13 y 14 15 16 17 18 DEPTH TO GROUNDWATER DATE SEEP O 10.0' 9/17/2003 9.0' 9/24/2003 8.2' 10/14/200.' 2 — 3 0. 6. utllllu — �ICII — 4 — �/�i 0. 6. 5 — — win — Rm 3 0. 111111111 ow 11111: OWN y DEPTH TO GROUNDWATER DATE SEEP O 10.0' 9/17/2003 9.0' 9/24/2003 8.2' 10/14/200.' 2 — 3 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/18/2003 1 — — 6. — 2 — 3 0. 6. 3 — — 6. — 4 — 3 0. 6. 5 — — 6- — 6 — 3 0. 6' 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CARLA SMITH PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAq PqkFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: ".4941101 ALASKA NVA"1'L'R & WASTLNVATKR CONSULTANTS, INC. LECAL DESCRIPTION: CHUGACH PARK SUBDMSION: PROPOSED LOT 35, PERFORMED FOR: BELL & ASSOCIATES DATE:_ 9/17/2003 ORGANICS TEST HOLE 35 1 4 5 9 10 11 12 13 14 15 16 17 18 19 r o -'- GP/SP ORG ML CL OL MH CH OH 7"'.- 9/24/2003 •�.� �" •'� W/SOME SILT 2 - � DENSER 4•'� W/DEPTH e`:: 4 — 9 10 11 12 13 14 15 16 17 18 19 r o GW=_= GP GM GC SW SP SM — ORG ML CL OL MH CH OH 7"'.- 9/24/2003 •�.� •'• : t. 1 'L•/,' %w'vrd SC DEPTH TO GROUNDWATER DATE 9' 9/17/2003 DRY 9/24/2003 DRY 6' - _10/14/200 2 - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 9/16/2003 1 - - 6' - 2 - 2 0' 6- 3 — — 6' — 4 — 2 0' 6- 5 — — 6- 6 — 2 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: WA 0 ALASKA «'ATLR & NVASTE'NVATER --� CONSULTANTS, INC. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CHUGACH PARK SUBDIVISION; PROPOSED LOT 36, PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003 DEPT (teet� ORGANICS TEST HOLE 36 1 , 4 5 6 7 8 GP TO SP W/SOME SILT 17 18 DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 14' 9/24/2003 13.75' i •- ' 111111111 �iaaaaa %Jr. RUN • k� IIIIIIIII loaf! YIVA. � DEPTH TO GROUNDWATER DATE DRY 9/17/2003 DRY TO 14' 9/24/2003 13.75' 0/14/200 SEE ATTACHED SITE PLAN 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WQS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /o/;�/p; • • aaae�a �iaaaaa 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WQS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /o/;�/p; Case S 11125 Chugach Park Subdivision Onsite Wastewater Infiltration Rates a For Chugach Park Subdivision Case S11125 TABLE 1. WASTEWATER APPLICATION RATES FOR SUBSURFACE DISPOSAL FIELDS Percolation Rate (minutes/inch) Pit and Shallow or Deep Trench Application Rate (gpd/square foot) Mound System Bed Application Rate (gpd/square foot) 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 0.7 Lots With GP & GW Soils Assume 4 bedroom houses therefore design flow is: 4 x 150 gpd = 600 gpd Install filter material as base of infiltration material therefore rate is 1 minute/ inch. The design application rate is therefore for a trench system: 600 / 1.0 gpd/sf= 600 sf per disposal area. For a mound system: 600 gpd / 0.7 = 857 sf per disposal area. Three disposal areas are required therefore a minimum of 3 x 600 sf= 1800 total sf 100' from a stream is required. Area required — Adsorption bed system a) Must be on 10% slope or less b) Bed = 3' each side plus 6' between pipes. Therefore a 600 sf area must be . 600 /12' width = 50' long. c) Maximum standard bed is 15' therefore 600/15'= 40' d) For the three adsorption fields a total area of 3 x 600 =1800 sf. Dimension of 12 x 150 or 15'x 120' or some combination of length and width which allows 3 systems. If 10' separates the old and new fields , the most compact area is 56'x 63' to 65' x 50'. N1X-1 .;0 C%;QZ 4 0PIitiSX Id y NEON i\ iOALAU10:011 -S11125 SEP 0 22M root � t 9nv 20024301 F Robert Bell & Associates VI RE S w Case S 11125 Chugach Park Subdivision Table 2 Assumed Soil Types by Lott Lot Soil Design Perc Lot Soil Perc Lot Soil Pero 1 Rock 0 13 GP 1' 25 GP 1 * 2 GW 1' 14 GP 1* 26 GP 1* 3 GM 0.8 15 GP 1' 27 GP 1 * 4 GM 0.8 16 GP 1* 28 GP I' 5 GM 0.8 17 GP 1* 29 GW 1• 6 GM 0.8 18 GP 1* 30 GP 1' 7 GP 1' 19 GP Is 31 GP I* 8 GP 1* 20 GP 1' 32 GP 1* 9 GP 1• 21 GP 1* 33 GP 1* 10 GP 1* 22 GP 1* 34 GP 1• 11 GP 1• 23 GP 1• 35 GW 1' 12 GP 1• 1 24 GP 1* 36 GM .0.8 1) Soils data from Alaska Water & Wastewater soils logs dated 1/30/2003 and Dowel soils logs dated 12/27/79. * I gpd/sf application rate based upon use of filter material. Lots With GM Soils Lots 3-6 and 36 Assume 4 bedroom houses therefore design flow is: 4 x 150 gpd = 600 gpd Install filter material as base of infiltration material therefore rate is 0.8 minute/ inch. The design application rate is therefore for a trench system: 600 / 0.8 gpd/sf = 750 sf per disposal area. For a mound system: 600 gpd / 0.5 = 1200 sf per disposal area. Three disposal areas are required therefore a minimum of 3 x 750 sf = 2250 total sf 100' from a stream is required. Area required — Adsorption bed system c) Must be on 10% slope or less d) Bed = 3' each side plus 6' between pipes. Therefore a 750 sf area must be 750 /12' width = 63' long. c) Maximum standard bed is 15' therefore 750/15'= 50' e) For the three adsorption fields a total area of 3 x 750 =2250 sf. Dimension of 36 x 63 or 45' x 50'. Add 10' separations between reserve fields yields 56'x 63' to 65' x 50'. 2002.430 F Robert Bell & Associates s�-y0p ALASKA WATER & WASTEWATER �•9 �..��. CONSULTANTS, INC. — ...:. .. .... .. ........:.... col w+: ,•..amn ]SOIL LOG — RC LA ION ES ..... ....... ... LEGAL DESCRIPTION: OELANEY SUBDIVISION; LOT A -to '• e1 re A. eee: —7953 ` PERFORMED FOR: BELL k ASSOCIATES DATE: 1/3O/2003 Q��e�� •. •.••. 7fEP� ... wi��o f eVo�a i a= EST HOLE 1 1 �==� ORGANICS SOIL CLASSIFICATIONS 2— GW ORG +i'w:• :,.:+tint GP ML GM CIL • GC OL 4 ..: _�.:-,.. ... .�. SW MH •• SP CH 5 r}�•i •''u SM OH -••• SC TH$1 6 :.•' PROPOSED 7..• ,.r�;•.; to•, GP -SP DEPTH TO LOT A-10 W/ LARGE DATE •'� COBBLESGROUNDWATER `;.•: WEEP O 9.5' 1/30/2003 DRY 2/7/2003 9 �i.-: `•.;.'. SITE PLAN � 1'200' •',t:;�' >�- •••CLOCK NET TIME WATER LEVEL NET DROP DATE READING TIME (MINUTES) READING (INCHES) b^'.',•• ;�:.•; . 1/30/2003 1 4:27- 12 4:27 <1 0' 6' B.O.N.2 3 4:28 — 6' — 13 4 4:28 <1 O' 6- 14 5 4:29 — 6' — 6 4:29 <1 0' 6' 15 NOTE: AVERAGED 30 SECONDS TO DROP 6 INCHES 16" 17 18 PERCOLATION RATE <1 (MINANCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES / NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM WILL REOURE THE USE OF SAND FILTER PERFORMED BY AKWWC, INC. 1, JEFFREY A GARNESS. CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 02 ALASKA W2 WASTEWATER S. INC. LEGAL DESCRIPTION: DELANEY SU9DMSION• LOT A-10 PERFORMED FOR: OnL k ASSOCIATES DATE- 1/30/2003 PTti (i••t) Gads ITEST HOLE 2 1 asses ORGANICS CLpO 2 Y •''; 5 6 10 11 12 13 14 15 16 17 1B GP -SP wt LARGE COBBLES AND SOME SILT LENSES ML DATE READING CLOCK TIME �+� IIIIIIIL 1131191 1/30/20031 1 NM NHN • Rl� MY 11111111. 2 4:50 1 0. L%syr, 3 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/30/20031 1 4:49 - 6. 2 4:50 1 0. 6' 3 4:50 - 6 4 4:51 1 0' 6' 5 4:51 - 6- - 6 4:52 t 0- F - PERCOLATION PERCOLATION RATE <1 (MINJINCH) PERC. HULt UTA. 6 \OVumES/ 18 TEST RUN BETWEEN 4.0 T. AND 4.5 FT. 20 I A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REOUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC, INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE r ALASKA W2 STEWATER A LEGAL DESCRIPTION: DEIANEY SUBDMSWN: LOT A-10OQ QOy '•, —795. PERFORMED FOR: BELL & ASSOCUTES DATE: 1/30/2003 aa'e'• DE y�0d)'�ofesdo (feet ORGANICS EST HOLE #3 2 GP -SP w/ LARGE 7 ` COBBLES B 9 10 11 12 14 15 16 17 18 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) X611141 VZZZA r4:000. RHI e — 111111111 �y� qm lits ill VAM e 6- DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/30/2003 1 3:56 6' — 2 3:57 1 O' 6- 3 3:57 6' — 4 3:58 1 O' 6' 5 3:58 6' — 6 3:59 1 O' 6' PERCOLATION RATE 41 (MIN./INCH) PERC. HOLE DIA. 5 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HCUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REQUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC. INC. 1. JEFFREY A. CARNESS, CERTIFY THAT THIS WA P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALAS�.W 2, WASTEWATER 'S, INC. I>VIL lVla rGRI.V v�nvn �c.+n LEGAL DESCRIPTION: DEIANEY 5USDrASION; LOT A-10 -795. s PERFORMED FOR: BELL & ASSOCIATES DATE. 1/30/2003 �Qa /•. ., DE ��0•dp•o l..sto (feel EST HOLE 4 7 8 10 If 12—{ QDSSIB�'� 14� I waw 15 /6 17 16 1 i SOIL i•. lOR5ANIIQ $ • / ML:' GM Itil CL Gc : !SIN IIIIIIIC llllill!•CH sr•�BOH Sllti PIAN sc 1'200' 7 8 10 If 12—{ QDSSIB�'� 14� I waw 15 /6 17 16 PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. - (INCHES) 19 TEST RUN BETWEEN - FT. AND - FT. 20 I A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: - COMMENTS: SITE NOT SUITABLE FOR ON-SITE SEPTIC SYSTEM. DOES NOT HAVE 2 FEET OF RECIEVING SOILS. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WP RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z /0 1 i PROPOSED LOT A-1 i / TH#5 / � TH14 Sllti PIAN 1'200' PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. - (INCHES) 19 TEST RUN BETWEEN - FT. AND - FT. 20 I A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: - COMMENTS: SITE NOT SUITABLE FOR ON-SITE SEPTIC SYSTEM. DOES NOT HAVE 2 FEET OF RECIEVING SOILS. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS WP RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z /0 �ALA,SKA WA TER & WASTEWATER LEGAL DESCRIPTION: DELANEY SUBDMMW LOT A-10 PERFORMED FOR: BELL & ASSOCIATES DATE: 1/30/2D03 0*L %a<=_ ITEST HOLE7jo 1 ORGANICS 2 J 4 ML MIXED 111 w/ LOAM 5 BEDROCK 7 10 11 12 13 14 *POSSIBLY 15 TRAPPED SURFACE 16 RUNOFF 17 18 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/11/2003 1 10:40 60 NNII • 11:10 30 4-3 5 1/4- ' v=21 11:10 B. - 4 11:40 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/11/2003 1 10:40 60 - 2 11:10 30 4-3 5 1/4- 3 11:10 B. - 4 11:40 30 5 1/4- 3/4- 5 11:40 - 6' - 6 12:10 30 5 1/4. 3/4" 19� PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: WILL REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM. PERFORMED BY AKWWC. INC. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS w4 P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: aor 69 Case S 11125 Chugach Park Subdivision Onsite Wastewater Infiltration Rates For Chugach Park Subdivision Case S 11125 TABLE 1. WASTEWATER APPLICATION RATES FOR SUBSURFACE DISPOSAL FIELDS Percolation Rate (minutes/inch) Pit and Shallow or Deep Trench Application Rate (gpd/square foot) Mound System Bed Application Rate (gpd/square foot) 0--1 Not suitable Not suitable 1--5 1.2 0.8 6-45 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 0.7 Lots With GP K GW Soils Assume 4 bedroom houses therefore design flow is: 4 x 150 gpd = 600 gpd Install filter material as base of infiltration material therefore rate is 1 minute/ inch. The design application rate is therefore for a trench system: 600 / 1.0 gpd/sf= 600 sf per disposal area. For a mound system: 600 gpd / 0.7 = 857 sf per disposal area. Three disposal areas are required therefore a minimum of 3 x 600 sf= 1800 total sf 100' from a stream is required. Area required — Adsorption bed system a) Must be on 10% slope or less b) Bed = 3' each side plus 6' between pipes. Therefore a 600 sf area must be 600 /12' width= 50' long. c) Maximum standard bed is 15' therefore 600/15'= 40' d) For the three adsorption fields a total area of 3 x 600=1800 sf. Dimension of 12 x 150 or 15' x 120' or some combination of length and width which allows 3 systems. If 10' separates the old and new fields , the most compact area is 56' x 63' to 65' x 50'. 2002430 F Robert Bell &: Associates Case S 11125 Table 2 Assumed Soil Types by Lott Chugach Park Subdivision Lot Soil Design Perc Lot Soil Perc Lot Soil Perc 1 Rock 0 13 GP 1* 25 GP 1* 2 GW 1* 14 GP I* 26 GP 1* 3 GM 0.8 15 GP I * 27 GP 1 * 4 GM 0.8 16 GP 1 * 28 GP 1 * 5 GM 0.8 17 GP 1* 29 GW I* 6 GM 0.8 18 GP 1 * 30 GP I * 7 GP 1* 19 GP 1* 31 GP 1* 8 GP 1* 20 GP 1* 32 GP 1* 9 GP 1* 21 GP 1* 33 GP 1* 10 GP I* 22 GP 1* 34 GP 1* II GP 1* 23 GP 1* 35 GW 1* 12 GP 1* 24 GP 1* 36 GM 0.8 1) Soils data from Alaska Water & Wastewater soils logs dated 1/30/2003 and Dowel soils logs dated 12/27/79. * 1 gpd/sf application rate based upon use of filter material. Lots With GM Soils Lots 3-6 and 36 Assume 4 bedroom houses therefore design flow is: 4 x 150 gpd = 600 gpd Install filter material as base of infiltration material therefore rate is 0.8 minute/ inch. The design application rate is therefore for a trench system: 600 / 0.8 gpd/sf = 750 sf per disposal area. For a mound system: 600 gpd / 0.5 = 1200 sf per disposal area. Three disposal areas are required therefore a minimum of 3 x 750 sf = 2250 total sf 100' from a stream is required. Area required — Adsorption bed system c) Must be on 10% slope or less d) Bed = 3' each side plus 6' between pipes. Therefore a 750 sf area must be 750 /12' width = 63' long. c) Maximum standard bed is 15' therefore 750/15'= 50' e) For the three adsorption fields a total area of 3 x 750 =2250 sf. Dimension of 36 x 63 or 45' x 50'. Add 10' separations between reserve fields yields 56' x 63' to 65' x 50'. 2002430 2 F Robert Bell .& Associates ALASKA. WI WASTEWATER 'S. INC. •w^ - LEGAL DESCRIPTION: DEIANEY SUBDNISION; LOT A-10 PERFORMED FOR: BELL k ASSOCIATES DATE: 1/30/2003 DEPTH ____ (feet) EST HOLE 1 ORGANICS GP-SP w/ LARGE COBBLES 12- GP-SP d TH11 PROPOSED LOT A-10 SITE PLAN 7'200' 19 I I PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) -JjI,-JAI TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: [3 YES N NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM WILL RECURE THE USE OF SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS MP FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 03 %//% N11/1191 N i[HIC OF". •.>o TH11 PROPOSED LOT A-10 SITE PLAN 7'200' 19 I I PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) -JjI,-JAI TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: [3 YES N NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM WILL RECURE THE USE OF SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS MP FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 03 ALASKA «TATER & WASTENIVATER CONSULTANTS. INC. LEGAL DESCRIPTION: PERFORMED FOR: DELANEY SUBONISION; LOT A-10 NET TIME (MINUTES) BELL k ASSOCLATES DATE: 1/30/2003 D(i 4:49 6' – °t) 4:50 1 TEST HOLE 2 1 >nsec ORGANICS 6' 4 a_Z2 1 SOIL CLASSIFICATIONS 6- 2 ---- 6' 6 4:52 1 GW ORG ;... GP ML GM CL �•• GC OL "'�• ` �.' ••• a els i SW MH I 5 N ,. •� • • S SP CH GP -SP SM X i OH Wl LARGE 6 � �''••� COBBLES AND SC SOME SILT Z -O!: LENSES 7 6 9 10 11 ML 12 U2 B.O.IL 13- 14- 15 }14 15 16 17 16 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/30/2003 1 4:49 6' – 2 4:50 1 0' 6- 3 4:50 6' 4 4:51 1 0' 6- 5 4:51 6' 6 4:52 1 0' 6' 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REOUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC. INC. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WASI PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:_ ALASKA Wj 3TEWATLR LEGAL DESCRIPTION: DELANEY SUBDIVISION: LOT A-10 PERFORMED FOR: BELL k ASSOCIATES DATE: 1/30/2003 DFP --�- EST HOLE 3 1 neve ORGANICS 2 ;.. •'� SOIL CLASSIFICATIONS WATER LEVEL READING NET DROP (INCHES) ORG 3:56 GP ML .,.. 3:57 1 0' GM CL 4 •� .: GC OL 6- '•�, •°•� SW MH 3:56 ,.. :•. t SP CH 119 6- :vyi�• SM OH e!`: i••: SC GP -SP w/ LARGE COBBLES 8 9 10 11 12 13 14 15 16 17 18 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/30/2003 1 3:56 6' 2 3:57 1 0' 6' 3 3:57 6- 4 3:56 1 0' 6- 5 3:58 6' — 6 3:59 1 0' 6- 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: SEPTIC SYSTEM MAY REOUIRE THE USE OF A SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS Wq P-RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ ALASKA WATER & WASTEWATER ._ --- - rt(1N4111 TANTR INC �� LEGAL DESCRIPTION: DELANEY SUBDIVISION: LOT A-10 PERFORMED FOR: BELL & ASSOCIATES DATE: 1/30/2003 DEP714 (feet)a:sa EST HOLE 4 1 " ORGANICS _ SOIL CLASSIFICATIONS 2 Dom'' d.`.:o- GW--- --- ORG --d GP ML SM GM CL 4 GC OL BEDROCK.�. ; SW �sl°DI MH w. °. SP CH TH 5— SM OH B SC B 10 11 12 ---I lk 131 Ism 14 1 17 18 19� PERCOLATION RATE _ (MIN./INCH) PER-- HOLE DIA. — (INCHES) TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESCAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: COMMENTS: SITE NOT SUITABLE FOR ON—SITE SEPTIC SYSTEM. DOES NOT HAVE 2 FEET OF RECIEVING SOILS. PERFORMED BY AKWWC, INC. I. JEFFREY A. CARNESS, CERTIFY THAT THIS W P ZtRFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 02 ALASKA WY JASTENVATER INC. LEGAL DESCRIPTION: DELANEY SUBDMSION; LOT A-11) PERFORMED FOR: BELL k ASSOCIATES DATE. 1/30/2003 ea7 17 TEST HOLE 5 1 �"H ORGANICS 2 3 4�1111111� ML W/ LOAM 6 B 1D 11 12 13 14-1 1 'POSSIBLY 161 . I TRAPPED SURFACE RUNOFF 17 16 DATE READING i.FLei. °"0 i WATER LEVEL READING NET DROP (INCHES) 1/31/2003 1 10:40 NNW ° — 2 11:10 30 ME OF", ° wf4- 11:10 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/31/2003 1 10:40 B. — 2 11:10 30 5 1/4- 3/4- 3 11:10 6. 4 11:40 30 5 1/4- 3/4- 4"5 5 11:40 6' — 6 12:10 30 5 1/4* 3/4- 19 I I PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA 6 (INCHES) Jjl___— JII TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑NO SOILS LOGGED BY: MATT FISHER PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: WILL REOUIRE THE USE OF AN INNOVATME TYPE SEPTIC SYSTEM. PERFORMED 13Y AKWWC. INC. 1. JEFFREY A. DARNESS. CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: pot s Its —O I 0 n r V 410 II 3 —_ 0 Q ZJO 51,0_05 PROPOSED DELANEY SUBDIVISION LOCATED IN INDIAN U. S. SURVEY 1868 _. sao 6 7 -1 'l0 ] 0 E 18 IS �34a • � I la . i 12oo' c — TEST HOLE LOCATION -MAP 14' I _ 14'zo Gcwlc I =Zoo ow ing an SSociates 804 East 15th Ave. Anchorage, Alaska a Q.T 1� 0 E 18 IS �34a • � I la . i 12oo' c — TEST HOLE LOCATION -MAP 14' I _ 14'zo Gcwlc I =Zoo ow ing an SSociates 804 East 15th Ave. Anchorage, Alaska a Q.T 0 LOG Or TEST ©OR%PIG � 1 Cats eegun. 27 December 197 le pore Comp/.red ?R narambar 1474 DOWLING 6 ASSOCIATES {'/"/o------i-7� a; uo Sn:er 1 oI 22 Q 950 John Deera •Engineers - Surveyors -� r°r°/ ceptn 16.0 Pr°iect rio 79-515 .Cotham;:, . A/osio Proiecr Name _ Drnnne ad (lel pney�[inn L:.G.'ion Indian, Alaska Ground 1i;!rr ra le �n 'rreod Used Rank tiro (!1n Trar4c) a;r/sporty Dowling -Senn cro/ogist Dowling %mr _-.'er Snowing and 30 degrees _ �O 011e r sar'o tog CESC.°/Pi /On Loco/.on /.c•rs f 0; -,-.am• - `. 50i/:ypr cosh;:: r.••,rr. /i es/imo:edOor:;c:es:e, - c sam-'/er dr/ring notes, See Location Map ° ° . dco :5 � E ,c V e o � o s ci2y/0/ion /oir, no/es on dri/4ng eusr, Gds Y;ed, etc. Kgeto/,on: `o Large spruce and birch with quite a bit of underbri. o I F-1 to 1.0 Overburden and topsoil w/rootmat 1 a 0" — - � 6 an . 4zs sHty sandy gravel M a Hardpan. Rocks to 1.0' in -17FF 'r- 12 I�- 1 7— II LL II 1 L -,=r0! . end 17 1I - I r /9 iE 0//.rvise noted o//sump/ra on. tQB.n ,+//.4/p5/Ond: nd Pc'•tr:.'rJn Snm:!e, eir.n:r///.Q/D. hl tnrer .:9 drop. '� 27 DEC led 2S Dororrh— 1074 DONLING R ASSOCIATES 360 John Deere Engineers — Surveyors 79-815 Anchorage,.Alosko e Pr000sed Delaney Subdivision _ Indian, Alaska i Larce Backhoe on tracksDowling-Senn ecologist Dowl i n4 Ptly Cloudy and cool n/e rlo 2 1 _ I'z Sheet of P? 12:35 Croupy Ivo/er rob le r,n•e --�— Dole _`- _ . •• .. .. . _ •_. -•, .-•-.t... -,. ,�1.... .. /t.: in re.nd.•.n nrn+bn:.nn Snnar rip• -n .r //4�9 /A. Asn;r+: i!)� tirOo. .129 C ♦ oescal!•f/oN Cacatron l.o:es E U,"rotn.• — 4 o soil lyae, colo, /er/ure, pante/e sire, , `�f0 s'o See Loeation ap Eolepms ° sampler c r dculo i holes,E dcp:ht circv/alwn /otl, P ,e u m vi holes on dell/ing ease, bits used, cle. k So "' F vegetation- rW I 'n BIRCH TO " I3" FROST I 0-6" TOPSOIL _ cANnY GRAM _ 0 BROKEN ROCK TO 5" 3 U O . I — SLIGHTY SILTY_L_ • a 1� VERY LOOSE 6 T- 7 I� _ Q 1LAYER—,.T,/jf---. LL-WAIFR nN Tnp) !! T 9 I I L1,o- yt SANDY GRAVEL w/ BOULDERS I Q v I I HARD ` /z T_ /3 I I a ROCK -CEMENTED I I I I I -jl I I I f IN PROBABLE SILTY - L -•� F7771 1 DY GAVEL I V I I I 1 I L�— 1—� 7 17- 16, 19 I �— -_ - -- — --- _ . •• .. .. . _ •_. -•, .-•-.t... -,. ,�1.... .. /t.: in re.nd.•.n nrn+bn:.nn Snnar rip• -n .r //4�9 /A. Asn;r+: i!)� tirOo. .129 C ♦ Loc of 7£sr uokintc I Oepun 27 DEC , /e con:,/erect 27 December 1979 D014LING R ASSOCIATES3- r/n 960 J ho n Duero F-ngineers= .Surveyor, - —2.2 •iec/ vo 79-815 TOW /irpJh15.0 rinc/Jorag�, rllus:ro -------- ieu Nome Pr000sed Dylan v $Sthdivicion coon—Inri�n GrOunJ I%o.'rr_ TPb/e •nod used Latae Backho�on Tricks _ _~ �.,—,r /d Potty Oowl ina-Senn eeologiv Dowli.ng._. ---I11r _ EIJ, •.- r.•rer Ptiv C1dv and cool - � � I ;m,/ink 0ESC1?/PT/0N Cornton t.o.'es E O,fom- _ esti ry°c, cb/o, /_,/ore, So. EDGE Ist. OPEN FIELD L a es/imoled Panicle site, �• � e v some/er dr/vim n°/eT, E o c E dca/hs clrrvto/ion lost, See Location Map to : '^ ; Ares nn de'lhng bi/s uses etc. O V 4 1 �lps o` h 0 I 0-3" BLACK TOPSOIL / G a 3' 31-1E__—�1l TY_SAHQX_GRA�IEL.w/.. B.QULDERi71Lfi'�Z__— '' p o___L_t+ARR�AN_1_.LGrfL__._—•�._— _ VERY HARD PACKED y I /0 -r ` — — -- — —= IL - -i s' /e• _ Unieff O!/.s,•viTe n0/ed oilsimple. are lah-0 w/1.4,/ -o ;'ton n Crcrd , r'.'/rl:I✓J.e ,iOm,:: r G'riv!n :vim/.: �_'J / -.mer.. -,run 27 Decefrr 1919 MVV V. /CJ/ UV/T/I'/Vb — ' replefed 28 n�Pmb—rr�a DOIaLCIG ?I ASSOCIATES ~'r`i'O --- 960 John Deere C/:erne>/s f/o 79-815 Ancho/a,_ /csko r°lol C-�/n 16.0 vn.. Drn,��cPi nclan�.+ S •. 's1Cn 1 Indian, Alaska 7std_ RP�bhno (nn T r e Dowling -Senn —�`�'cna '%::-• i° Snowing and 30 degrees —""— �`U"'�isl Dow1 Ln — 1 1 ^:• L n' C� SC / !• _ /Dorn- ! • / ---- ,� < so.1.,/ dr,,, �.,,r•,:," See Loaction Ma Open field with little or no brush I o s o"u;•, t__ 2.5 to -6,_0 Sandy_Gradel with little laraP P. + 0.0 — -- -- — L s �� _ _ 6.0 to_6.5 FLaver of silty Sand L C F C>�--- -- - — — u X6.5 to 16.0 Silt sandy gravel with rocks to SP I I 1.0 GM ------------ - Ll E G. r �- I I I------------- -------------------- :� • I I I - I I I I 1 r ..I r • rv. .•!ll y... , 11 1 . .) 1. G 11+ 11 _ o-��� DPuber1 79 G OG OP' TEST21 UOi, i,YG �IL C.711 coT,/.r,oZUarar^ ,,,meq DUILING 1. ASSOCIATES //'/'/"o s 7 950 John_ --�_ � Fr,�rne=/; 5 Proip;t //0 19-315 22 ro/.,/ 16.0 Indian, Alaska �d/GDO Used Pas —•-:.r r Fi-/> P:r/y Dowling -Senn =.. Snowing and 30 degrees _.__c:,.;�i,/ D�wliirg-- C: SC: //"-/0"/ I L�C:1/:Cn ;.�:: s 'f U, •�,�. J-�:.�s cieC�ro/'=/=3, See Location Map ion !o,/, . h h -' ?� •'• U It'll 0. r// !7. CUs_ A V V rl w i R __.__•_ I L to L� Open field near some birch o jyhUy��1/___sBndY_cu'ayel_._LDnkc j 4-c3 -- ------------ '' /o t-i�'Q-5}t9-study-give}---- -f6M� '_`. -•�L•oose-packed••-wfrocn���-ce-_}c��+ '0 I I I L°CSg�jesked—wit- h jj sle to nn la.•ne rnrl� h lrn, to r A?Or /7 I I I -ter o y.ii I — II L_ ' LVI O� 7*E r ijoR%w; J=yip 27 Dec=mbar 1 19 •='r%/'j=d Z na_&!mbor lQ7o 0011LING A ASSOCIATES ~'n''%' ---6 -�—�• 96,0 John Dewe En ;ne:/ — 7 S '"" 6 of 22 ,".10 79-815 TO,/ Cr%,n 11.0 �c^�?rn2nc��i—�1----=w CILh'!1Y.2•i1Cn >n Indian, Alaska--------- 'Uted_ RArbl.ne /nn rra 6c �_�-- "�'"O^'/ %':l rr io%,✓ Dowling -Senn O Snowing and 30 degrees _. _..__ c,•,,,,%„/ wl lA9_�— pa/. rr , !7C1/.'sn i.J.';i Ji ^.�f✓rn.• Soil E SL'%np/:f df/Y/n% ° _ de%•+t ci,-,/•,/,,n /,,, See Location Map 2'7 e .0 V ;, U ` h ; aJ,!i Cn d/,//in7 CU�• O G t O „, Z i/t ✓::., a/C. Birch and some spruce w/little to no °-N 1--'r- I- _ underbrush - _ L obo• 1.0 to..7_0 Sandy aravel�6w� _ �1r,a —F 0 a --- ----- - --- - J V CQ 0 L� __--.—_-- O, O 7 C, __L-- I F” ,n to�.5.__4aye r-. of__s3•]•t._-/�Spi�. �C E r k Ole. Very hard material, no or bed i c Olgvn 27 DeOG oP rez r UOR?NG l . cember 1 7 C,re Cop/!ted P8 DeL=? P Lj DO:4LING !r ASSOCIATES Hit? 11/0 R:' l/0 $n of --1,2 9 960 John Oeer�— Er:�lneer: -- Surve/ors Peo/ect //0 ro/,r G.p/.) tc nAlaska 79-815 _ �� h N•o,�ec! /.bm! pro(?nco.l nul,n°�u�1LiJision _ . Lo:cion Indian, Alaska — - :,or,n✓ roJ Fiera PJrry Dowling -Senn c,•J:o�is/ Dowling L �' Snowing and 30 degrees $Cmp /in7 L n L V �. 3 C:"$C:!/.r•r/D.% LJC9/:Jn G�•es E U.^,/J,. "e• See Location Map neer wn dir//in) car:. 4 Large Birch area little to no underbrush grassey are, d_rsot ar — 4 O't'o 15:O�rav-eTwt h-TouTders'to a -bout -1-D' diaa. 5 - -- _ `-Brownisfi grey to color-- �Q FxcUTTeri�Sferia�--for sep tc ysrenis no 00 r _ _—��ar�Gt�g—mat -- frP j- �� - /01 11 /3 v II Water �le� I I 15.0 Bottom of hole. -No frost and nn he,1,^,t, ---------- e_.-.... ... .. i/.CJ r• •. �....� TIJ�,..,.w ,,n ' 27 December 1979 y0/ed 28 DAro a 1474 DO4LItIG A ASSOCIATES 960 John Dedra Er,�ineers — Su.�<• $°e'' 8 o/ 22 79-815 surveyors - rotor 'Q Ar:cno.o�� . Al c'�'•' 16.0 > os,io ?�,• Drnt?ntcfi Dol-noY C�,hrii �iS1Cn . Indian, Alaska roa— n y Dowling -Senn — Snowing and 30 degrees — Dowling_— L': .i�Y/!•r/O.Y LJCU/.tn lb.'et f U,^�iU,nr _ - 3 to_4.0 Gravel and rn�kixe�Wifh r�2c,;�— -- - -- andy�ravELwdth=bouldo r—^- ; �T 6--17ownts��o grey in co or. - aI --"--About 6 o b rocKs. GP a-..— -- /2 i—IC- L= I d !! /9 - _ _ .. .,.,. ,. .---•- •^' �-- .fin •,w/ //g C, CV,,I ,drie, tZ o ..See Location Map 401VI Cn did/mg BUS:, bI/s C/C. r o` I I i i Large birch area little to no underbrush - 3 to_4.0 Gravel and rn�kixe�Wifh r�2c,;�— -- - -- andy�ravELwdth=bouldo r—^- ; �T 6--17ownts��o grey in co or. - aI --"--About 6 o b rocKs. GP a-..— -- /2 i—IC- L= I d !! /9 - _ _ .. .,.,. ,. .---•- •^' �-- .fin 27 December lg7 L OG oF' rEsr VOR NG 11 Tor' oeg�n 'eta %7 re Con'rved 28 naramter Jou DOWLIRG 1, ASSOCIATES 2/0,/o 9 t:?r/o 960 John Door. En?ineers — Surveyors - 9 o/ 22 °ra/ecr //0 79-815 tory Cars 1?.0 An:hO/cam:, ?•aecr Nome Prnonco.i nol�n�y�i:hriiYle�or . .o--c/ion Indian, Alaska ^erPod Used _ Rer•khno — •round weer roo/e e;eIepzr/y Dowling -Senn ceo/oy;:r Dowlino .::ter snowing and 30 degrees ­ Scmp/rng This it square and this 'Eivvei hole a area Fut was under t epeat an why •Y in9 can re ate to—, s llec ion o wa er al OT f e a ness o the v ace ani— D 1'1 3 E V e v N v ti C vF5C/r1/•r/o;/ ellkn fed 00t -"'V4 51.1 erp :N Cvcy/ahbn loaf, Pars; Ca drir/in, Cute, eirs u:a C/c, Locurror Lo.•;s E U�-;•.o.n.• See Location Map platau with some scrubb s 3 _ --_—this-ts"'31i 3�e3�f—fc `tsa3t'C-un-6TfW ause ___._b�f171e5""haVe-Trrl and small birch +ampyarea on top This it square and this 'Eivvei hole a area Fut was under t epeat an why •Y in9 can re ate to—, s llec ion o wa er rom a OT f e a ness o the 18ZL�Q'67f'L uliis'3'-r ace ani— D 1'1 .�..— ..._......- ...._ ._ .__ .. r. ... �. �.... - .__ ............ e..-�. —_- �n.'n rw • tn- _ Jr Loc of• rEsr LICRhvr, yam, 27 December 1979 1•� /+'o/t ;/0 10 T,7/,p/ed 2$Qptp , o �.4. 001.4LGIG L ASSOCIATES tr.,. _ 10 0! 22 960 John Dire E/:9ineers — ;urv:�or- • ru/:,/ 0-p/s rio _ 79-815 _ Anchoro,, , . A/osko, �•,m. Drnonaoi Dolanav Subdivjsipr Indian, Alaska _ G.Dund roar. !lied A?rk Jrark--s Dowling na-Senn rr/ Geo —LL-- ("--i--- _._ ;o9is/ Dowl i na r: Snowing and 30 degrees I - •^? c c 01 4 � F .♦ � L'£,S�/r/!•r/O,Y is/rna/ad Por:,f:e Ylt, sY,'v-lq druN dt At�t circa/ni,bn lost, bits C1.7. Loc:/xn l.o.•ts E Ji;;rJ.n.• '" See Location Map ;� � Birch and spruce to 12' little underbrush — _� / 351.1-t /0 I I 17 I _ _._ 0.0 to 1.5 TOPsoil (Black) w/some rootmat I 1-8 --__ ----.—iult�. ossigl_La 1.Qs C -D"a O' �— rei o '—b1t�'-1�6T�r—.e tum fiar3 pace oc s7oTi"— -- The-rorks-hmve--fMture ------------ L o n to is n cil r n, -+e r - L F Ir• II I Ii=-O—Bot obi no e. o water and no bedrock or Trost. I I OG uf' 7Esr UUH%,vG •: Qe�„n 27 DEC • /e eoTple/ed27__Dea±g 1979 DORLING S ASSOCIATES No 960 John Deere F.ngln/•, •iect No 79-815 4nchornr,•�, A/aS.in i -C/ name Proposed Delane Subdivision _ �— --- -- elion Indian. Alaeka -- nod used Tracked Backhoe PtI Cldy and enol Gcoingn/ _—Dcwlinrr SmJ/in, C 4 0 4 E 0 � i U �: � �• � sa. o N .• V / qr L1__ G� -- Groun✓ I1 1'•� of 22 i%-:er role .f/C•ln; /Qt9nr/ locotAM no:l5 i O,,yrJm j/rs'%l nitroe, u/C, O CSA:noted Pnr:•de we: tom;lee d/rin.no/r; on Map ✓C7 tAt Ci/fo/J/Wn /oF/ J:��S�CatiV notes On drilling Co i.+,, 0-2 __ _ TOPSOIL w% ROOTMAT 2._-.5'.. •_G,•RAVEL (sandy) w7_6 RAVEL —__(-HARD PACKED.) .- SANDYSsRAVEL.wl_LARGEBDllLDERS --- -- _ BOUIDERS���`��YYYYYY&..qL EL, 80a_)__�GP.� _-- — ------SANDY-•GRAVEL--B- -----... ---- --- — - GRAVELLY-BOULDERS-4GP.)._— (/n /es; o//.•r..;se na/rd o// s.:rn�l:•r ore l,; A.•n ,r/�.;'jl) � --�— _ _.__.__...-. .. . _. .. _ ./.sn✓':'J , ••/,.rt .,•n Vin,,.;,,'.., ci:.-...y .r Q.; :9 /A A:l.nrr T•: ,i.•n: l s cu u,:, 7e5"r v,aAvc .,.,n __27 Deceq1b�r 1979 „ry/-�;Cd ZUP—r =�_?L1?14- DO.ILItill „ ASSOCIATES 12 —__.. 96 r 0 John Deug _ r _ ,rr^.y�rr. F. /:linear, �c 12 of 22 16.0 No 79-815 it o11. Indian, Alaska--- ---_---- __ u:ee ---- ,r,/ Dowling -Senn -c,•n:),i:/ D.pwl_ing_ %•,:•—� `��-- Snowing and 30 degrees --.l.': _ - -___ _---- ---- •': ,�,,- - -•-• .n; iii/./•�/(�y L�c:/:,.):.:)::s �::::/.)/n— Soil �� es/:/no/eJ ' n c ` r ✓e•,otss ci.-,/•,//,:n /.,../ See Location Map Birch mixed with a few spruce no underbrush ' ---f 0.0 to 1.0 TBFsO To ma — ]-0_to_lfi_�_Sandy_9rdY_el with a lot of rocks GP a © O —_ 60 to 70 % rock and -boulders ` - L 3 010 L 6 L p o ------ -- --- -- /o T �— F_ --- --_ __ -- -- - - _ - 15 I I I 16.0 Bottom of Tile; obi water,-hb fiFos� ano I f— — 17 - 0 0 / See Location Map Birch mixed with a few 1:0 Topsot w%rootm`at -- ruce no underbrush -S2.Ylfi=2—.SIJ9ht.lY_sandY-gravel_wath— �Q �p�_ t no frost and no be 7 DecembPr 1979 LUG Or TEST vcY?,%c l O Cs/r Ca/r�/a;.d 28 neem Pr�q MILING L ASSOCIATES 13—_�-_—O 0 950 John Do - r- ----�>�r_ Fn�ineers — S�rv:.. 5�;,. 13 o! 22 P.•ai'u G'a 79-315 ' i0/7/ P•:'a:.• dbn. Drnnnt cr{ nPlaro i 11.7L�LV1si 111CSkc c�t.'ion -.-t Indian, Alaska On— in TIS —_ LS 1: �•a .:�F.: -�1-- `ir P•7'1y Dowling -Senn a 4 L Snowing and 30 degrees -- Oowlino SCmp/in7 I I I I• I I I CC :� /Nle; /O// I Lotur.;�n LJ'.:i f U/t^, /r1m.• 0 / See Location Map Birch mixed with a few 1:0 Topsot w%rootm`at -- ruce no underbrush -S2.Ylfi=2—.SIJ9ht.lY_sandY-gravel_wath— �Q �p�_ t no frost and no be 0 a 4 0 / See Location Map Birch mixed with a few 1:0 Topsot w%rootm`at -- ruce no underbrush -S2.Ylfi=2—.SIJ9ht.lY_sandY-gravel_wath— �Q �p�_ t no frost and no be ;wn 27 December 1979 LI Q a/e/ed 28 0-cembar 1470 CO!dl[iIG 'r ASSOCIATES ~'�e'�O 1a S.:re, 14 of 22 960 J— Ohn Dire Fr.2inPrrt - iurvCyo/S Tu/v/ Cepa) 1F !1 e prnnnsed nelan'-: (zub—,4jY11nn _ Indian, Alaska --- :r, �✓ roJle Ire C, nar4hno Ian_Jz�Ar4S.1_- - p•�,—,:,=.: ,r Dowlinc-Senn _ r• Snowing and 30 degrees nJ �� •�� .�. _I � ` a4. `o CA o G `• ♦ O V hI h j 1 I ta I L:'SC:'f/f•i /O.Y LJcu/:�, .._.'es E Ui-•./urn.• _ Scrnp/.v efiving avec, See Location Map dtp/d1 Circr/7/Wn /JS/, no•'e, j-, cf,,:. bas V:pe/u :iJ n: . I Small Birch with a few spruce no ynderbrush I o I _. I - 0.0 to 1.6 Topsoil w/some rootmat Q• I 1.6 to 6.0 Sandy_ rav 1-_(�W)_ L -_ ---BPau�LuL3r�veI with r-ackj-Ln F° rro,, rownish in color. -SOLt-digning,-- o. q '° a' L D• /0 T /✓ j I T - �O-6-5Ti• or sand C I-"' 1 ; I tcr-1 �i--6--'s,-rrdy-grayer(•Gr=j- -' L—LILQ_to -U-0_ to -12-.9.--{r1`r=v "rte 5crs . y . 16.0 Vanx rnr rgr,ve1 lrol— I I I - I I r 19 I III I ._L 1 I 16.0 bottom of hole. No water, no frost And no hmdrorkt -- — - 1. Care, Oegon 27 December 1979 1 Core completed 29 1070 DOWLING L ASSOC fATES tc `- F'g c/ 960 JOhn nGaL_ Eo Sr...; 15 22 r:�ineers — .iurv.•y0r.^. - 79-215 r,l,/ c-pr.s 15.0 o.ere :: r.yne _ Drn�ne arV nalana. � -.L_IL�LIJ=sJ On Indian, Alaska - - r- ' �''/•'od Used_ Rarbhna /(tn Tr�rfLl fig/e Air// Dowling -Senn Snowing and 30 degrees--- C`°'7"l OQ-VLing-_ �,•--L Scn•plinrJ � . L'i $C!I//•r/O:/ !,c,l:,n :.'u.'rs J.^; r.t.n.• aII c eSl rn Ored p,r:i^:: YlT, -� eJ o sena/er ,n� n,les, $ea Location Map •I i E .0 V e o j dC?!•'!s ClI:,/,/Nn /Ja 4 VJ'e+ on erw'b g Col. rls �:ed, C!.. vegelalr,n: ° Small birch and a few spruce little underbrush - o _ —O10— to— 0-5--TopsO4-l— z Q--L0-L0 TQDsoi l w/ro LL_ _- —2.II ta_16�.0=San-dy_.r-0ck�w-ith._boul�eK=,-tom"media r C '_ C�_SD<rnck_�irnwnishi�eo.l.o�loaea arLarl _I (- e ---- fSQIl2at fQn__iU-Lir-- 4 b--b.Qdd109 m4.QrLaLfQ-P.iP.e5_ -------------- FT 9 _ _'—r I— /o T I , �- I I .�- - �I 1-1 _ 1 754: yn - 27 December 1979 H'/' 16 •vl oL ? narAmhor lQ7g WILIIG A ASSOCIATES "%' — 950 John De re F.n�ineers — ;urvnY„s _ ='z-' 16 or 22 /0 79-315 e • colo/ 16.0 o ` ':.n�_ DrnnneOrl flolpno�.! �W�L]J1S10C` O a° Indian, Alaska Pact Dowling -Senn __ Snoa/ing and 30 degrees Geo;pgis/ G wlino Cf.SC:%/./'i /D.Y i:CO/.On /.J.':i f Ji^-rUrr,,• - I 4 ;I :f Iz C li e • v V o ` C O a° to v Seen, 1pr rf/N �f n /0, e Se_ Location Map � Jta•'ns Cir, �/p/rJn /Oa/, bits kz E V. ge/U /IO n,• . in the middle of a Hemlock Grove r fi.Q_firavE]�vLr�c!cs_ta 1 O'��dia.._3ox rnr k tom, —Shc-d.. Some Slndj_L.s omit of lilt. 6.0 to 10_0 About 70A rocks in this area. Less sand and silt r— Very dry hole. I- I -- j— 1U.0—to an y grave __ _ hill a lnt rf rnrk C7Jr or ten.c vt, Ur c 27 DP�tar 1 79 J Cor: CJn-)/;/Cd Zue.--P , P lg7q DONLfIIG F, P.S50C[,1ieS r''r';ro 17 ,q P.; ri] 960 John Deere .i clvtyor; 7' eels Spee" 11 or 2 P!J/r:r rip 79-3—� Archo/o;_.A/cs.in ru/o/ crprp 16. , • R•e,%e cr syn. 7rnnneP 1 Indian, AlaskaPy + -ion • Lu:]r;on • %:-'!C]d!/SsC PTr nP /n --_— tr,VnJ ;•_.:! ro] _ ci./>a]./l Dowlina-Senn L:i -tear. Snowing and 30 degrees "- e••:,.;7;,/ D o - /lino � �:• —� -'---� C:"SUr/!•r/07 Loc,/Y+n ,:'o.•;t E O.c-lJ,n• G C �� `� i •� - Sem?/cr dr/vin• • ` � e• .; � e °° � � �'"/"• See Location Map Birch and spruce �—� to 8". Alona side of oad. / 0_0 to 2:s Topsoil w/rocks 2 13-to6--0=GFaveTTy sand" _ 7I ci - -- to-*16-:0—Sand1«-4Yavel .- Gri—#ar-(H . � �ZJ —---.--• Roek-s-to-2-^— •y`an:y��.; 9 I �• I 'fie eeper the ho a the harder the digging, /° T------------ -- Q--------------- /7–�l i I ti • � —Ira — I _L-- Inh ./eleJPrP�+LJ.Q79 UU:ILUIU t. A»UCIAru --- —,—, r. 96�: g 0 John Deere Engineers — ,;;,1�.+��r; _ °/ Zz J 79-315 /esi0 •n,� Drn�nccr{ nPlar7e:�lli.IL:Y1i1(]P Indian, Alaska Dowling -Senn 0 wli c —L Snowing and 30 degrees — _ C�$C:f/./'i /O.'1 LJCJ:. �^ .�:: Ci E t)r^•,•rJ.n.• — ` -nidi/ //7:• CJ.'o� •e•r/2, V • J -f, Se_ Location map • a V h ��� i Cn did/inf euv., Birch and spruce with some underbrush c I �`F` / 1_,. LL Qso-9.ri_.19�sQi]�nd roo mat T'o ,=Grave f y san T'-- 0to16_ — f— — —2,.- -. �B r.own sand Y_9Ca1[P-1—(_G?j—$nu]r1orq as the,dep h increases. _-- - — ------ -- _ L _ —---------- - — T- --- — I , _ — I —j—r-- --- — /o I I I /z 16I I ►!� - - _ I \1 h i j i I '�-� (7n+!nm ni hnlc Nn �nfcn �n 'F'Mc� nrl nn h rrb _ /7 1 I I II _ 1 I I ,o f —1 I _ - J„ In V..„r_.,, J. .,r�:.nn fn ... •,'. , rrr. :.A/..? /A O.r�n cuc uf' resr ua;ovc 27 Oat=mbcr 197g O,f_ com-'Ierrd 28 tlneo a IQ79 DOWL(iIG 1, ASSOCIATES 9/= %%� 19 P.,; t/a 960 John 00preS ' "( 19 Pf,/•cr NO 79-815 o/ In_ P•o,+e:/ don, Prnnne n,{ f1 1� e ti co:cr;on Indian, Alaska /Y3�oR _ 'ef',d used _3 FE G_o:,n✓ 'i:: ; r t„ r-�— Fi-/da,;,y Dowlin -Senn I _ Snowing and 30 degrees -'" e.•°`,,i,! D wl iiL; e �_I CF.;. /r/I•i /OY L,c,r.;on ,:o.•at f Jr:-ruin• 4 ` ,r See Location Ma q. � S o'=9••,t ur:n/olr,n /os/, P V .�•.1 U C N :o:e, Cn JrilLnrJ C°,.. M1 C4 Z.i v ~ Bi!Cf1 and sp ,,:, � •L- O I I I --� '�/littla nndArbruch _ 8._InRsai_Land-raatma_t— / — ��'�'•,'-�ioT.O-Grave �;.� I I 2 .�� ,�•-��..-___—_--- y. San - /i --grey- r-color-as-the-depth-ftereases. 8 F- - L ,eQ to I � rl I I l r b;I— ------------- . 17 ;n 27 December 1979 - •• I ,�� /Grey oro 'or q7o D04ILIiIG 1, ASSOCIATES Ho /... "/" 20 960 John Dere F. r. inea! "`' 20 •p 79-815 S - .r!•ry?���: C-a/•� 16.0 fp/ / rc �—uJ_111i1 an Indian, Alaska -------- std _ RAnb hno ((1n Tran � 7 p.y,n m �• I —�1 y Dowling -Senn c.•o;,�;,/ Cowling_ L--- Sncwing and 30 degrees --- � I C: $: /!/!'i /0%/ !JCu/.•On ,:J.•:s E Ji-^.ium.• �_� �i C ? GS/iinp/y •J /l Un.'i C:: LlG, See Location Map QO b 1Q rU , U Gd d:?'•)s U/Cu/pAOn /pa , .. h� nJ/a, cn do/Ln 7 GJ s', n 4 G//s Ji.^.� Birch and Spruce to 12" some underbrush -1..5-4psai 1-with-rootmat n c !• C �• O QO b 1Q rU , U Gd d:?'•)s U/Cu/pAOn /pa , .. h� nJ/a, cn do/Ln 7 GJ s', n 4 G//s Ji.^.� Birch and Spruce to 12" some underbrush -1..5-4psai 1-with-rootmat n DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Pagel THIS DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS, is made on the date herein set forth by Ledyard, LLC, an Alaska company, hereinafter referred to as "Declarant". Declarant is the owner in fee simple of certain real property located in Indian, Anchorage Municipality, State of Alaska which is being and shall be developed as a residential subdivision under the name of Chugach Park Subdivision. When the Chugach Park plat ("Plat") is recorded, these covenants, conditions, and restrictions shall be incorporated by reference assuring that all real property contained within the Plat shall be developed according to the common scheme of this Declaration. For the purpose of enhancing and protecting the value, attractiveness, and desirability of the lots or tracts constituting such subdivision, Declarant hereby declares that all of the real property described above and each part thereof and any properties subsequently annexed hereto in accordance with the provisions of this Declaration, shall be held, sold, and conveyed subject to the following easements, covenants, conditions, and restrictions which shall constitute covenants running with the land and shall be binding on all parties having any right, title, or interest in the above described property or any part thereof, their heirs, successors, and assigns, and shall inure to the benefit of each owner thereof. ARTICLE I Name This development shall be known and designated as Chugach Park, a subdivision located in Indian, Anchorage Municipality, State of Alaska, specifically: U.S. Survey No. 1868, according to the official Bureau of Land Management survey thereof; being located at Indian on the Turnagain Arm in the Anchorage Recording District, Third Judicial District, State of Alaska, EXCEPTING THEREFROM that portion described as follows: Beginning at comer No. 4 of said U.S. Survey 1868, thence North I degree 19 minutes East along the Western boundary of said survey a distance of 550.00 feet; thence South 75 degrees 43 minutes East, 200 feet; thence South 1 degree 19 minutes south, 550 feet to the South boundary of said U.S. Survey 1868; thence along said South boundary North 75 degrees 43 minutes West 200 feet to Comer No. 4 of said U.S. Survey 1868 the point of beginning. ARTICLE II Definitions The following words, when used in this Declaration (unless the context shall prohibit), shall have the following meanings: Section 1. "Association" shall mean and refer to Chugach Park Homeowners Association, an Alaskan LLC its successors and assigns. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Paget Section 2. 'Board of Directors" shall mean and refer to the Board of Directors of Chugach Park Owners Association. Section 3. "Common Area" shall mean those areas of land that are the real and/or personal property belonging to the Chugach Park Homeowners Association. Most, if not all, of these areas of land are currently all defined as Class B wetlands under federal law. The property shall be managed consistent with the philosophy of a Wetland Conservation Area. Section 4. "Declarant" shall mean and refer to Ledyard, LLC or its successors and assigns if such successor or assign acquires the rights, title, and interest of Ledyard, LLC to this Declaration. Section 5. "Developer" shall mean and refer to Ledyard, LLC its successors and assigns. Section 6. "Lot" shall mean and refer to any tract of land, with the exception of land designated as Common Area, shown on the recorded Plat of Chugach Park referred to above, any other parcel of land currently owned or later acquired by Declarant or Developer which is conveyed subject to the scheme of this Declaration pursuant to Article '• of this Declaration. Section 7. "Owner" shall mean and refer to the record owner, whether one or more person or entities, of the fee simple title to any Lot which is a part of the subdivision, including the Declarant and including contract sellers, but not including contract purchasers and not including those having such interest merely as security for the performance of an obligation. Section 8. "Plat" shall mean and refer to the subdivision plat of the properties recorded in the office of the Recorder of the Municipality of Anchorage, as the same may be hereafter amended or supplemented. Section 9. "Properties" shall mean and refer to that certain real property herein before described, and such additions thereto as may hereafter be brought within the jurisdiction of the Association. ARTICLE III Property Subject to This Declaration; Additions Thereto, Deletions Therefrom Section 1. Land Subject to this Declaration. The real property which is and shall be held, transferred, sold, conveyed, and occupied, subject to this Declaration is located in Indian, Alaska and comprises all the lots, tracts, and easements shown and/or platted within or upon the property described above as recorded in the Office of the Recorder of the Municipality of Anchorage. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page3 Section 2. Platting and Subdivision Restrictions. The Declarant shall be entitled at any time and from time to time, to plat and/or re -plat all or any part of the property, as allowed by law, and to file subdivision restrictions and or amendments thereto with respect to any undeveloped portion, or portions of, or additions to, Chugach Park. Section 3. Additional Land/Deleted Land. Developer may, but shall have no obligation to, add or subtract at any time or from time to time to the scheme of this Declaration Additional Lands, provided only that (a) it is allowable by law (b)any portions of the Additional Land from time to time added to the scheme of this Declaration shall be located within Indian, Alaska then subject to the scheme of this Declaration, (c) any portions of such additional Land shall at the time of addition to this scheme, be platted as single family residential lots, as allowed by the Tumagain Plan (d) said plat of the additional Land shall dedicate, or commit to dedicate, to the Association the Common Areas of said plat of the Additional Land, and (e) upon addition or deletion of the Additional Land to the scheme of this Declaration, the owners of the property therein shall be and become subject to this Declaration, and shall have all privileges and obligations set forth in this Declaration, including assessment by the Association for their pro rata share of Association expenses. The addition or deletion at any time or from time to time of all or any portion(s) of the additional or deleted land to the scheme of this Declaration shall be made and evidenced by filing in the Public Records of the Municipality of Anchorage, a supplementary Declaration with respect to that portion of the additional or deleted land to be added. Declarant reserves the right to so amend and supplement this Declaration without the consent or joinder of the Association or of any owner and/or mortgagee of land in Chugach Park. ARTICLE IV Association Internal Organization, Membership, and Voting Rights It is the intent of the Declarant that Chugach Park should be developed as a community. It is, therefore, essential that the Chugach Park Home Owners Association be organized and carefully managed. As member management is impractical until a substantial percentage of Owners have built homes and taken up residence, the Association will for a time operate under the control of the Declarant/Developer, Ledyard, LLC ("Ledyard"). Section 1. All authority granted by this Declaration to the Board of Directors and members of the Association shall temporarily reside in Ledyard. Section 2. Establishment of a Limited Liability Corporation. There shall be established an association of Owners to be known as the Chugach Park Homeowners Association which shall be comprised of property owners (including land contract purchasers) of one or more lots in the Subdivision. The Association shall be organized as a limited liability corporation for a perpetual term under the laws of the State of Alaska and shall have such powers as are enumerated in this Declaration as well as those set forth in the corporate By -Laws for the Association. Section 3. Declarant Control. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page4 Ledyard may, at its sole discretion, surrender its control of the Home Owners Association at any time after January 1, 2004. Ledyard must surrender such control at the date upon which 75% of the lots are sold to a third party. Section 4. Membership. Every Owner of a Lot shall be a mandatory member of the Association. Membership shall be appurtenant to and may not be separated from ownership of any Lot. All Members shall be entitled to one (1) vote for each lot owned. When more than one (1) person holds an interest in a lot, all such persons may be Members, and the vote for such lot may be exercised as they among themselves shall determine, but in no event shall more than one (1) vote be cast with respect to any one (1) lot. Section 5. Classes of Membership. The Association shall have one class of voting membership. Section 6. Board of Directors. Upon the surrender of authority by the Declarant, the Owners shall elect a Board of Directors of the Association as prescribed by the Association's By -Laws. The Board of Directors shall manage the affairs of the Association as set forth in the corporate By - Laws for the Association. Section 7. Professional Management No contract or agreement for professional management of the Association nor any other contract with Declarant shall be for a term in excess of three (3) years. Any such agreement or contract shall provide for termination by either party with or without cause without any termination fee by written notice of ninety (90) days or less. ARTICLE V Property Rights Section 1. Title to Common Areas. The Common Area shall belong to the Chugach Park Homeowners Association and shall be subject to taxes for the year of conveyance and to restrictions, conditions, limitations, reservations, and easements of record. Section 2. Wetlands Areas Wetlands Areas shall be defined and managed as indicated in Article VII "Conservation of Wetlands". DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Pages Section 3. Right of Entry. The Declarant and the Association through their authorized representatives and/or contractors, shall have the right to enter the Common Areas by crossing a privately owned lot adjoining the Common Area, upon notice to the owner of the private, in order to check on the integrity of the Common Areas and to see that the "Wetlands Conservation" signs are maintained. ARTICLE VI Covenants for Maintenance and Insurance Assessments Section 1. Creation of the Lien and Personal Obligation of Assessments Declarant, for each Lot owned within the subdivision, hereby covenants, and the Owner of any Lot by acceptance of a deed therefor, whether or not it shall be expressed in such deed, is deemed to covenant and agree to pay to the Association (1) monthly assessments or charges, and (2) special assessments, such assessments to be established and collected as hereinafter provided. The monthly and special assessments, together with interest, costs, and reasonable attorney's fees, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with interest, costs, and reasonable attorney's fees, shall also be the personal obligation of the person who was the Owner of such property at the time when the assessment fell due. The personal obligation for delinquent assessments shall not pass to his successors in title unless expressly assumed by them. The Declarant shall not pay any assessment on a lot until such time as the Declarant sells said lot to a third party. Section 2. Purpose of Maintenance Assessment. The monthly and special maintenance assessments levied by the Association shall be used for the maintenance of the Common Area as a wetlands conservation area, and other common needs as determined by a board. Section 3. Purpose of Insurance Assessment. The monthly insurance assessment levied by the Association shall be used exclusively for the provision of casualty and liability insurance. A complete description of the coverage required is provided in Article **. Section 4. Purpose of Architectural Review Board Assessments. A fee of $1,000 shall be collected for submitting a plan for a home and driveway to cover the costs for having an engineer and architect review the plans. Other structures and items for review by the Architectural Review Board shall be prorated. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page6 Section 5. Uniform Rate of Assessment. Both monthly and special assessments, with the exception of the Architectural Review Board Assessment, and operating deficits must be fixed at a uniform rate for all Lots, and may be collected on a monthly basis. Section 6. Date of Commencement of Monthly Assessments: Due Dates. The monthly assessments provided for herein and the insurance assessment provided for in Article XI shall commence as to each Lot on the later of DATE or the first day of the first full month following the final closing at which the Lot was conveyed by Developer to a third -party Owner. The Board of Directors shall fix any increase in the amount of the monthly assessment at least thirty (30) days in advance of the effective date of such increase. Written notice of special assessments and such other assessment notices as the Board of Directors shall deem appropriate shall be sent to every Owner subject thereto. The due dates for all assessments shall be established by the Board of Directors. The Association shall, upon demand, and for a reasonable charge, furnish a certificate in recordable form signed by an officer of the Association setting forth whether the assessments on a specified Lot have been paid. A properly executed certificate from the Association regarding the status of assessments for any Lot shall be binding upon the Association as of the date of its issuance. Section 7. Effect of Nonpayment of Assessments: Remedies of the Association. Any assessment that is not paid on the date when due shall become delinquent and shall become, together with such interest thereon and cost of collection as hereinafter provided, a continuing lien on such Lot, binding upon the then Owner, his heirs, devisee, successors and assigns. The personal obligation of the then Owner to pay such assessments, however, shall remain his personal obligation and shall not pass to his successors in title unless expressly assumed by them. If the assessment is not paid within thirty (30) days after the due date, the assessment shall bear interest from the date of delinquency at the rate of eighteen percent (18%) per annum, and the Association may bring an action at law against the Owner personally obligated to pay the same or to foreclose the lien against the property, or both, and there shall be added to the amount of such assessment all costs including attorney's fees associated with collecting or enforcing payment of the assessment. No Owner may waive or otherwise escape liability for the assessments provided for herein by abandonment of his Lot or by non-use of the Common Area. Section 8. Subordination of the Lien to Mortgages. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage. Sale or transfer of any Lot shall not affect the assessment lien. Ilowever, the sale or transfer of any Lot pursuant to mortgage foreclosure or any proceeding in lieu DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Pagel thereof, shall extinguish the lien of such assessments as to payments which became due prior to such sale or transfer. No sale or transfer shall relieve such Lot from liability for any assessments thereafter becoming due or from the lien thereof. Section 9. Declarant's Reserved Rights. Declarant, for such time as it continues to be a Lot Owner, shall only be required to contribute to the Common Expense and Insurance Assessments such sums as may be needed in addition to the contributions of the other Lot Owners for the Association to maintain the Common Area as provided in this Declaration. In no event, however, shall Declarant be required to contribute an amount exceeding the amount which would have been duly assessed for the Lots held by Declarant had those Lots been sold to third parties. ARTICLE VII Conservation of Wetlands Section 1. Wetland Conservation Area The restrictions of this Section shall apply to those portions of the Common Area denoted on the plat of the Subdivision as being "Wetland Conservation Easements," which at the time of the first draft of this document constitute all common areas. Except as may be permitted by the US Army Corps of Engineers, the Wetland Conservation Area shall not be graded, improved, landscaped, altered, disturbed, vegetation changed, constructed upon, filled, or excavated for any purpose in any manner, as consistent with municipal, state and federal law. Section 2. Restrictions On Use Of Wetland Conservation Area All activities prohibited by federal law concerning wetlands, including those prohibitions related to vehicles propelled by a motor, construction of buildings or structures, pollution, danger and hazardous waste, disposal of effluent, trash refuse, or rubbish of any kind, and the molestation or destruction of wildlife shall be prohibited. Section 3. Enforcement Enforcement of the provisions of Article VII against an Owner of a Lot shall be by the Declarant or the Association as to an Owner, first through requesting the Owner of a Lot to cease all prohibited activities and to mitigate any damages and should that fail, by a proceeding at law or in equity either to restrain violations, to recover damages, or both. Section 4. Signs for Wetlands Conservation Areas The Association is responsible for establishing the signs on the borders of the "Wetlands Conservation Areas" as defined on the Plat. The Lot Owners whose Lot borders the Area DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page8 shall maintain the signs. The Association will provide to the Lot Owner the signs and materials to affix and hold the signs. Section 5. Liability. The Association shall maintain liability insurance in sufficient amounts for the purposes of protecting itself as well as the Owners, the Declarant, and builders from the burden of liability resulting from accidents which may cause death or injury to anyone while in the Common Area, or in property under the jurisdiction or control of the Association. ARTICLE VII Use Restrictions The intent and purpose of this Declaration is to ensure the development of the Lots of Chugach Park subdivision according to a common scheme and protect or enhance the value, attractiveness, aesthetics, and desirability of the lots or tracts constituting such subdivision. Section 1. Residential Use. The property subject to these covenants and restrictions shall be used for single-family residential living units, as allowed by the Tumagain Plan. The use of all buildings that may be erected on any lot must be consistent with the Tumagain Plan. Home offices are allowed. One small sign, no larger than 4 square feet and approved by the Architectural Review Board, on the Owner's Lot may identify a home office. No retail, wholesale, manufacture, or resale businesss without majority approval of the Homeowners Association shall be permitted on any lot or in any single-family dwelling or appurtenant structure. As long as the Declarant owns a Lot in Chugach Park Subdivision, it may authorize a sales and marketing office on one of the Lots within Declarant's control. No building or other improvement shall be erected upon any Lot without prior Architectural Review Board ("ARB") approval thereof as elsewhere herein provided. Section 2. Building Sites. Given the aesthetic richness of the location of Chugach Park Subdivision, all construction sites must be carefully determined. The general philosophy is that all building structures shall be logically located so that they are appropriate to each unique lot, landscape, topography, natural environment, and surrounding land use, including the neighbor's viewshed. The Architectural Review Committee shall review and approve all site plans and driveway plans. a) Setbacks shall follow the Municipality of Anchorage standard. b) All development proposals and permit applications shall require an erosion and drainage control plan. c) Construction projects shall minimize disturbance of trees and tree concentrations to the maximum extent reasonable. d) Preparation of land for construction including clearing and grubbing must not commence until the Architectural Review Board has approved plans for the proposed construction. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page9 Section 2. Building Construction. It is intended that the homes within Chugach Park Subdivision be of very good quality and meet reasonable aesthetic standards. Therefore, all buildings shall either meet or exceed national, municipal and local standards for construction. This includes, but is not limited to, meeting or exceeding the national and core Anchorage Municipal standards, such as the Uniform Building Code, the Uniform Electrical Code, the Uniform Plumbing Code, the Uniform Fire Code and other such nationally accepted standards. The exterior of any building shall also include a permanent waterproof surface and shall be of good aesthetic standard. The Architectural Review Board shall determine the aesthetic standard. All building construction must conform to all building specification of the core of the Municipality of Anchorage building codes. Height limitations shall follow Municipality of Anchorage and Tumagain Plan restrictions. Section 3. Occupancy. No residence shall be occupied prior to becoming an inhabitable structure, as per Anchorage Municipal standards Section 4. All utilities shall be installed underground. Section 5. Animals. Animals, livestock and poultry shall be allowed on the Chugach Park Subdivision, except that no more than 3 animals or livestock and 10 poultry over the age of 12 weeks may be raised, bred or kept on any Lot without expressed written permission of the Homeowners Association. Any animals kept by an Owner shall not be permitted to run free or to roam at large at any time outside of the lot. All animals or pets, when permitted outside the residence or fenced area, must be under the direct control of the Owner or responsible person through use of a leash or similar restraint. No vicious animals as defined in the ordinances of the Municipality of Anchorage or by a supermajority of the Homeowners association shall be kept on any lot. No incessantly noisy animals shall be kept on any lot. Any holding areas for animals shall be setback from any creek a minimum of X feet. Section 6. Prohibited Activities. No noisy, noxious, offensive or environmentally detrimental usage activities shall be carried on upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood as determined by at least one fourth of the lot owners. Section 7. No sign of any kind shall be displayed to the public view on any lot except one sign on not more than four square feet advertising the property for sale or rent, identifying a home office, or signs used by a builder to advertise the property during the construction and sales period. Section 8. Mining Operations: Mining operations shall be prohibited on any lot. Section 12. Certain Vehicles and Personal Property Prohibited. Any motor vehicle which is inoperative and not being used for normal transportation shall not be permitted to remain on any Lot without written permission of the Homeowners Association. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page 10 Recreational vehicles, boats, trailers, motorcycles, motorbikes, snow machines, cross country mid recreational vehicles of any type, airplanes, midget cars, buses and trucks, other than quarter -ton and half -ton pickup trucks, shall not be permitted to remain on any Lot unless out of view or completely screened from the street and neighboring houses by landscaping or architectural buffer, without written pennission of the Architectural Review Board. [IS THIS WFIAT WE WANT?] No vehicles may be kept or maintained overnight on any street in this subdivision Section 9. No snow machines, motorcycle, motorbike, or similar vehicle may be operated on any lot after 10 pm. Section 10. Waste Disposal - All rubbish, trash, garbage or other waste material shall be kept in sanitary containers out of sight and under cover except on days of trash collection. All equipment for the storage or disposal of such materials shall be kept in a clean sanitary condition. No lot or portion thereof shall be used or maintained as a dumping ground for rubbish, trash, garbage or other waste materials. All reasonable efforts must be made to prevent domestic or wild animals from having access to trash. Section 11. Yard incinerators for the disposal or burning of trash or yard waste are not permitted. Section 12. All sewage disposal and grey water systems, including garage and patio floor drains, shall be connected to fully approved individual septic systems. Lot owner shall be responsible for obtaining the approval of the Municipality of Anchorage and/or other appropriate agencies regarding the design and construction of the septic system. Section 13. All Fences shall be built of wood, stone, or masonry and shall be architecturally compatible to the Owner's house. Guidelines are that no fence in excess of 4 feet in height shall be permitted within 10 feet of any lot line, and no fence in excess of 8 feet in height shall be permitted on any lot. These guidelines may be waived by the ARB upon submission of accurate plans and renderings by the Omvner. No barrier which obstructs sight lines at elevations between 2 and 6 feet above the roadways shall be placed or permitted to remain on any Lot. [DO WE NEED T111S?] Section 14. Each Omer covenants to preserve and maintain the exterior of all improvements to the real estate together with landscaping care in a good and reasonable manner. No Owner shall permit his or her lot or the improvements thereon to become unsightly. Section 15. Mailboxes and Newspaper Boxes: Mailboxes and newspaper boxes must be kept attractive and in good repair. Section 16 Antenna: No short wave antennas or any unusually large antennas of any type are permitted upon any lot without written approval of the ARB. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page ll Section 22 Tanks: No tanks of any kind shall be erected, placed or permitted upon any lot without written approval of the ARB. ARTICLE VIII Architectural Control To Preserve the Beauty, Quality, and Value of the Neighborhood Section 1. Architectural Review Board shall be established. The purpose of the Architectural Review Board (ARB) is to review and approve design, construction, and site plans of all new construction and improvements to buildings and landscaping of all properties in the Chugach Park Subdivision. They shall insure that all developments are consistent in quality and beauty that attracted the Owner of each Lot to this development. Section 2. Philosophy of Architectural Review Board. Some of the main guidelines are outlined in the previous article. however, to summarize, the ARB shall follow the philosophy that: Building and driveway sites shall be logically located Sites must be appropriate to each unique lot, landscape, topography, natural environment, and surrounding land use, including the neighbor's view -shed. Construction shall be ofog od quality and be aesthetically Pleasing. The ARB will guarantee very good quality and reasonable aesthetic standards of all buildings by being assured that all buildings shall either meet or exceed national, municipal and local standards for construction. The exterior of any building shall also include a permanent waterproof surface and shall be of good aesthetic standard. Landscaning shall showcase the natural beauty of the Chugach Park subdivision. Therefore, whenever possible, trees and natural vegetation shall be promoted as the preferred landscaping motif on all lots. Tree cutting shall be minimized whenever possible. Landscanine and construction shall be environmentally sound Landscaping and construction should use best management practice for sedimentation, erosion, mud and dust control. Wetlands and creeks shall be conserved. Tree cutting shall be minimized whenever possible. Section 3. Plans and approval. All plans and materials for new construction or exterior modifications of improvements on a Living Unit must be approved before any construction activities begin.. Section 4. Membership of Architectural Review Board. Chugach Park Architectural Review Board shall be made up of the following people: a) Douglas Drum DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page12 b) Mary Core c) John Tichotsky d) Engineer or Architect designated by the above three by unanimous approval Section 5. Review Authority. Architectural Review Board shall review plans and specifications for all proposed construction. Section 6. Review of New Construction. Applicants for design approval of new construction shall submit to the ARB a conceptual or preliminary site layout and the plans listed in Section 7 below. Section 7. Review of Proposed Modifications. Depending on the nature and scope of the proposed modification, the ARB may require applicants to submit all of the plans required for new construction or a substantially reduced list of exhibits. Applicants should request an initial meeting to determine the amount of detail that the ARB will require to review the proposed modification. Section 8. Construction Plans. Unless otherwise determined through a preliminary meeting, a request for plan review should be accompanied by two sets of the following plans: a) Floor Plan. Plan view of project including decks, patios, stoops, retaining walls related to the residential dwelling, trash enclosures, outbuildings and screening for same. b) Elevations. Front, rear, R exterior indicating the maximum height residential dwelling. c) Other. Such other information, data, and drawings as may be reasonably requested including, without limitation drainage, lighting, satellite dish placement, landscaping, and other features. Section 9. Review Criteria; Recommendations; Variances. While design guidelines are intended to provide a framework for construction and modifications, they are not all- inclusive. In the review process, the ARB may consider the quality of workmanship and design, compatibility of design to existing structures, and location in relation to surrounding structures, topography, and finish grade elevation, among other things. Review decisions may be based on purely aesthetic considerations. Variances may be granted where circumstances, including but not limited to, topography, natural obstructions, environmental considerations, or hardship, require deviation from the design guidelines. No waiver shall be effective unless in writing. Section 10. Anchorage Municipality and Other Governmental Agency Approval. The review and approval plans and specifications shall not be a substitute for compliance with all permitting and approval requirements of Anchorage Municipality or other governmental authorities. It is the responsibility of Applicant to obtain all necessary permits and approvals. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page13 If Anchorage Municipality or any other authority having jurisdiction requires the changes be made to final construction plans previously approved by the ARB, the Applicant must notify the ARB of such changes and receive approval from the ARB prior to implementing such changes. ARTICLE 1X Maintenance Section 1. Maintenance by Owners. Each Owner shall be responsible for maintenance of all buildings and outbuildings and of landscaped areas within the public right-of-way in front of a Lot Owner's lot and house. ARTICLE XI Insurance Section 1. Casualty Insurance. The Association shall purchase a master casualty insurance policy or policies affording fire and extended coverage insurance insuring the Common Area and the improvements thereon in an amount commensurate with the full replacement value of the improvements. If the Association can obtain such coverage for reasonable amounts it shall also obtain "all risk" coverage. The Association shall be responsible for reviewing at least annually the amount and type of such insurance and shall purchase such additional insurance as is necessary to provide the insurance required above. If deemed advisable by the Association, it may cause such full replacement value to be determined by a qualified appraiser and the cost of any such appraisal shall be included in the monthly maintenance assessment for each Lot on a pro -rata basis. Such master casualty insurance policy, and "all risk" coverage if obtained, shall (to the extent the same are obtainable) contain provisions that the insurer (a) waives its right to subrogation as to any claim against the Association, its Board of Directors, its agents and employees, Owners, their respective agents and guests, and (b) waives any defense based on the invalidity arising from the acts of the insured and providing further, if the Board of Directors is able to obtain such insurance upon reasonable terms, that the insurer shall not be entitled to contribution against casualty insurance which may be purchased by individual Owners as hereinafter permitted. Section 2. Liability Insurance. The Association shall also purchase a master, comprehensive public liability insurance policy in such amount or amounts as the Board of Directors shall deem appropriate from time to time. Such comprehensive public liability insurance policy shall cover the Association, its Board of Directors, any committee or organ of the Association or Board of Directors, all persons acting or who may come to act as agents or employees of any of the foregoing with respect to the Association. The Association shall also obtain any other insurance required by law to be maintained, including but not limited to workmen's compensation insurance, and such other insurance DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page 14 as the Board of Directors shall from time to time deem necessary, advisable or appropriate. Such insurance coverage shall also provide for and cover cross -liability claims of one insured party against another insured party. Such insurance shall inure to the benefit the Association, its Board of Directors and any managing agent acting on behalf of the Association. Section 3. Monthly Assessment for Insurance. The premiums for all such insurance herein above described shall be paid by the Association and the pro -rata cost thereof shall be assessed to each Lot conveyed by Declarant subject to the terms and provisions of Article V. Section 4. Additional Insurance. Each Owner shall be solely responsible for and may obtain such additional insurance as he deems necessary or desirable at his own expense affording coverage upon his personal property, the contents of his residence and his personal property stored elsewhere on the Properties, and for his personal liability, but all such insurance shall contain the same provisions for waiver of subrogation as referred to in the foregoing provisions for the master casualty insurance policy to be obtained by the Association. Each Owner shall maintain casualty insurance for his or her residence insuring the residence for the full replacement value thereof. Section 5. Casualty and Restoration. Damage to or destruction of any fixture, improvement, or piece of equipment located in any common area or belonging to the Association due to fire or any other casualty or disaster shall be promptly repaired and reconstructed by the Association and the proceeds of insurance, if any, shall be applied for that purpose. Each Owner covenants to repair, restore, or replace a residence damaged or destroyed due to fire or other casualty or disaster. The proceeds of the insurance required under Section 4, shall be applied for that purpose. ARTICLE XI Easements Section 1. Easements: Easements for installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded plot. Within these easements no structure, platting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities or which may obstruct or retard the flow of water through drainage channels in the easements. The easements area of each lot and all improvements in it shall be maintained continually by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page15 ARTICLE XIII General Provisions Section 1. Duration of and Remedies for Violation. The covenants and restrictions of this Declaration shall run with and bind the Property, and shall inure to the benefit of and be enforceable by the Declarant, the Developer, the Association with the Owner of any property subject to this Declaration, their respective legal representatives, heirs, successors and assigns, for a term of ten (10) years from the date this Declaration is recorded, after which time said covenants and restrictions shall automatically be extended for successive periods of ten (10) years unless an instrument signed by the then Owners of two-thirds (2/3) of the lots has been recorded, agreeing to change or to terminate said covenants and restrictions in whole or in part. Violation or breach of any condition, covenant, or restriction herein contained shall give the Declarant, Developer, Association and/or Owner(s) in addition to all other remedies, the right to proceed at law or in equity to compel compliance with the terms of said conditions, covenants or restrictions, and to prevent the violation or breach of any of them, and expense of such litigation shall be bome by the then Owner or Owners of the subject property, provided such proceeding results in a finding that such Owner was in violation of said covenants or restrictions. Expenses of litigation shall include reasonable attorneys' fees incurred by the party seeking such enforcement. Section 2. Owners Obligation to Maintaining Repair. Each Owner shall, at his sole cost and expense, maintain and repair his residence. Section 3. Notices. Any notices required to be sent to any member or Owner under the provisions of this Declaration shall be deemed to be properly sent when mailed, postpaid, to the last known address of the person who appears as member or Owner on the records of the Association at the time of such mailing. Section 4. Severability. Invalidation of any one or more of these covenants and restrictions by judgment or Court Order shall in no way affect any other provision which shall remain in full force and effect. Section 5. Amendment. This declaration may be amended at any time and from time to time upon the execution and recording of an instrument executed by Owners holding not less than two-thirds (2/3) of the voting interest of the membership, provided that so long as Declarant is the Owner of any lot or any property affected by this Declaration, or amendment thereto, or appoints Director of the Association, no amendment will be effective without Declarant's express written joinder and consent. Section 6. Usage. Whenever used the singular shall include the plural and singular, and use of any gender shall include all genders. Section 7. Effective date. This declaration shall become effective upon its ****? DRAFT Covenants, Conditions, Restrictions And Easements Chugach Park Subdivision 8/12/03 11:08 AM Page16 IN WITNESS WHEREOF, the Declarant has cause these presents to be executed as of this day of 2001. Ledyard, LLC By: Douglas A. Drum and By: John Tichotsky and By: Mary Core ACKNOWLEDGMENT On this day of in the year before me, the undersigned notary public, personally appeared: known to me to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whereof, I hereunto set my hand and official seal. Notary Public (Signature) (Notary's printed name) My commission expires Short Form Acknowledgment State of Judicial District SS. Municipality Of � it Anchorage PIAnxING DiAliermi INn- August 14, 2003 John Tichotsky, Mary Core and Doug Drum HC 52 Box 8809 Indian, AK 99540 RE: S-11125-1 Chugach Park Subdivision P.O. Box 1n665o Anchorage, Alusku t><)510-Eifi50 Telephone: (9()7) 343-7900 Tux: (907) 343-7927 h ttp://www. nnuil.org Mark Biegich, Mayor In reviewing the proposed subdivision case, the Planning Department staff has found it to be deficient in supplying or showing the following required underlined information (Land Use Regulations Sec. 21.15.110(B) (the remaining sections are not affected and are therefore not set out): •r• +rt B. In submitting a preliminary plat application, the subdivider shall file the following items with the department of community planning and development at least 30 days prior to the regular meeting of the platting authority at which the plat is to be considered: 1. A written application shall be submitted on forms provided by the department of community planning and development. 2. The application fee shall be submitted. 3. The subdivider shall submit 30 copies of the preliminary plat, drawn to scale, approved by the platting officer and on paper of one of the following sizes with each sheet being the same size: 18 by 24 inches, 24 by 36 inches, or 31 1/2 by 34 inches. The preliminary plat application shall include the following information: a. Date, scale and north arrow. b. The approximate acreage, dimensions and size of each lot of the proposed subdivision, and the number of lots contained therein. C. The name of the proposed subdivision. d. The existing zoning classification of the plat and adjacent properties. C. The names and addresses of the subdivider and the surveyor preparing the plat. f. A location map of the subdivision, giving the number of the section, township and range to which reference may be made. R. A property and topographic survey man of the Proposed plat areas including August 14, 2003 5-11125-1 Page 2 (1) The location of all property lines. (2) Contour lines at intervals of two feet for any portion of the proposed subdivision within the provided, however, that the platting officer may waive this requirement. (3) Preliminary horizontal location of streets, water, sanitary and storm sewers and other public improvements containing enough information and detail to enable the platting authority to make a preliminary determination as to conformance with applicable municipal and state standards and regulations. (4) The general location of streams, lakes, swamps and drainage courses, including the location of floodplain areas as defined in Section 21.75.035.B. These features shall be located to an accuracy great enough to allow the platting officer and the platting authority to make an intelligent appraisal of the proposed subdivision. (5) Dedicated rights-of-way, patent reserves, road easements and reservations, including section line easements and other constructed roadways located within and abutting the area to be platted, including right-of-way widths. (6) Adjacent property lines, which shall be shown with a dashed line to show their general relation to the proposed plat. such as buildings. sewage system, utility easements of record or in use, excavations, bridges, culverts, water systems and wells. (8) Existing vegetative cover, showing major stands of trees and a description thereof. (9) The location and nature of areas within any area zoned R-10 (residential alpine/slope) susceptible to landslide, mud and earth flow, talus development, soil creep, solifluction or rock glaciation, avalanche chutes or run -outs, wind blasts and high -velocity winds. h. Streets, street names, public and private tights -of -way and roadway widths and other right- of-way easements within the plat showing their location, width and purpose. i. Line of mean high tide on all lands affected by tidal action. j. Lot lines and the total number of lots by block. k. Designation of proposed parks, playgrounds, schools, other public uses and wetlands designated for preservation. 1. One copy of the plat of record or the district recorder plat number if available. M. The base flood elevation, in accordance with Chapter 21.60. 4. The subdivider shall submit supporting written information including the following: a. A certificate to plat shall be submitted showing the legal and equitable owners, including mortgagees, contract purchasers and fee owners, of the land to be platted, plus all grants, reservations, covenants, deed restrictions and easements of record which may condition the use of the arovertv. subdivision to adequately dispose of all waterborne domestic wastes. All tests required must be submitted to the department of health and human services on a form provided by August 14, 2003 S-11125-1 Page 3 that department, and must bear the original seal and signature of the eneineer who conducted the tests. If the subdivision is to be served by a community water system the subdivision plans for the water system must include a permit to appropriate water from the state department of natural resources. In all cases where individual on-site wastewater disposal and water supplies are proposed, the subdivision plans for wastewater disposal and treatment must contain, but need not be limited to, the following information: (1) Location of representative test sites for water sources within or adioining the proposed subdivision. (2) Results of all chemical and bacteriolo@ical testing of water sources which are proposed to be used for drinking water. (3) Potential locations for any future community water or sewage systems. (4) The followinji information for lots that will be served by on-site wastewater disposal systems: (i) Soil or percolation tests shall be conducted in accordance with standards set out in Section 15.65.060.B for each of the proposed lots in areas most likely to be used for on-site wastewater disposal systems, and such additional soil and percolation tests as the unless groundwater or bedrock is encountered at a lesser depth. Perforated or slotted groundwater monitoring tubes must be installed in each soil or percolation test hole or pit before backfilling. Readings of depth to the groundwater table must be reported to the department of health and human services afler a minimum of seven days. Additional monitoring may be required by the department. The water level in the monitoring tubes must be tested for responsiveness to sudden addition and removal of water. (ii) When initial groundwater monitoring identifies depth to the groundwater table at 12 feet or less, the department may require long-term monitoring. Long-term monitoring must be conducted at least once a month for a minimum of 12 consecutive months. (iii) Perforated or slotted monitor tubes with an adequate surrounding filter material to prevent plugging, and with adequate protection against inflow of surface water and fines, shall be more feet above the surface of the ground, or monumented with a wooden four-by-four post so projecting. If a home is built on the same lot and the tube or post would be visible from the home, the monitor tube may then be cut off no less than one inch above the notice to the homeowner, if any, may open and inspect monitor tubes at any time. (5) The location of existing water sources, on-site wastewater disposal systems, public sewage August 14, 2003 S-11125-1 Page 4 - uu a �c suomcnea. reasons for the hasin and a description of each base shall be submitted If the cttthAivMpr - -- - •� vacu suuucvcscon snail be submitted. g. If the proposed subdivision is in an area where sidewalks are required, a map showing all pedestrian trip generators and zoning district boundaries within one mile of the boundaries of the proposed subdivision, and the shortest routes from the pedestrian trip generators to the proposed subdivision, shall be submitted. Pedestrian trip generators include but are not limited to schools, child care facilities, retail stores, restaurants, bus stops, parks, greenbelts and churches. - wu„ will suppi sustained flow rate.necessary to serve the full develo ed subdivision,• and •�� uwrc rocs ror a suburt rural subdivision of four or more lots or for a subdivision in an area identified by the municinalitvaSnnewill, r.inl,<... _A..._<__.____. ......uw — uic rUDllc works esu n Criteria Manual 1988. The intent of the anal sis is to delineate the estimated on- site and off-site drains a impacts, and to show that their mitigation has been adequate] considered in the design of the subdivision 5. The subdivider shall submit one 8 1/2- by 11 -inch copy, suitable for reproduction, of each of the following, with the land to be platted outlined: a. A black -line aerial photograph of the land to be platted. b. A black -line topographic representation of the land to be platted. C. A black -line municipal housing stock map for the area including the land to be platted. d. A black -line reproduction of the municipal zoning map including the land to be platted. e. A black -line reproduction of the nrelimimm pial August 14, 2003 5-11125-1 Page 5 environment the platting officer may require the applicant to submit analyses Prepared by qualified experts concerning any or all aspects of that effect The analyses shall be submitted before the public hearing on the preliminary plat C. Additional information for wetland areas. For areas if any, determined by the Corns of Engineers to re uire individual permitting within a subdivision Droposed in a wetland designated "B" under the wetlands management plan in addition to the items required by subsection B of this section the following shall also be reuired whenever and to the extent that the municipality lacks data showing, 1. Representative soil borings in sufficient quantity and depth to characterize the underlying strata. 2. Hydrologic information specifying the quality, amount and direction of flow of surface and subsurface water. Also included shall be information on the drainage impacts of the development on adiacent property. _Vegetative information indicating the distribution of wetland coniferous and deciduous species. 4. Habitat information on the type, number andspecies of animals according to standard upon request therefor, or to other interested members of the public provided suchG information is not confidential under the Provisions of Section 3.90.040. D. Analysis of effects on surrounding areas. If the platting authority finds that the size or location of the proposed subdivision may cause the subdivision to have a substantial effect on the surrounding neighborhood or the environment, the platting authority may require the applicant to submit analyses prepared by qualified experts concerning any or all aspects of that effect. Additionally, we do not have an affidavit of posting as required by AMC 21.15.005 B.& F. This case will be disqualified and closed out in accordance with Sec. 21.15.115(A.) unless we receive a written request for postponement or withdrawal of this matter. If you have any questions, please let us know. Sincerely, Je 1'.ar. Pla ting Officer cc: F. Robert Bell and Associates 801 W. Fireweed Lime #201 Anchorage, AK 99503 F' PROPOSED DELANEY SUBDIVISION LOCATED IN INDIAN '. U. S. SURVEY 1868 1 ss9 z ne—�i I O. b° $ 4 i0 dl —83a 10 .7 w I � o 1 v 150 Zs°—� 59o_'�i g Flo n O RR 675- 8 � 18 3� 10 740 4D zz 0-4 o � 7 ' � N 12 o0' TEST HOLE LOCATION -MAP g-1 Dowling and Associates 804 East 15th Ave. Anchorage, Alaska a 9S ScmplinrJ �- c 4 � � G 4 LOG OF TEST BORlP/G C o V cc/: 6"Un. 27 December 1979 D014LING 6 ASSOCIATES" !,/e!/o i �e Clie Corp/e/ed 28 Darembar 1979 6 22 0, o/ 22 Rig. do _960 John Deere •En�lneers — Surveyors %/o/Gep /n 16.0 #e0jec/ No 79-815 Anchoro;d, . A/os.ro ' Oro,%ect h'Olne_PrnnmzPd Doltn.vy_tiOhrlivicinn I' :ocu;on Indian, Alaska Ground -ertodUsed Rarkhno (On Trarke) C%. - 1 li_ld Por/y Dowling -Senn eeo/ogit/ Dowling "eo:Aer Snowing and 30 degrees I- I / ScmplinrJ �- c 4 � � G 4 e O C o V O � � Q b C CESCR/Pi /Or/ Sail lyps, coo,! ogle, es/imo:ed porac:e s/e, tome/er dr/yin? /10/t f, d=a:nt cirrr/o/lon /ot ; .1 eucr Oil$ Yf!:, c/C. Loco/:on L'o.'es E Uirrum.• See Location Map • •- p a E Q^ 6 vege/Y//On: Large spruce and birch with quite a bit of underbrt ° ! 3 d BT e /O ,5 /T T 0.0 to 1.5 Overburden and topsoil w/rootmat p ' - .'Pr 4' •5. I- I H#L cr-L / Hardpan. Rocks to 1.0• i _r IL L�_ „ Q�,,� -- c�aa }l9;?�ii6-wet-ePrPO ' 6° iF05 L' dYT'4 nQ'{'7C'11 0"kms Un/et$ O/l✓/M%$e AO/ed all tOT/+/et O/! /C1!n M1/4!,.$'land:/0`.00n!//C:ilfl COT7'.ldi%vfnY11lr7/D. ACxM r, '0 dmv. Z/ Utu Id PA naromhor 1Q7Q D014LING 6 ASSOCIATES 360 John Deere Engineers — Surveyors 79-815 Anchoroge, . Alaska W Proposed Delaney Subdivision Indian, Alaska i Larae Backhoe on tracks Dowling -Senn ecologist Dowl i nq Ptly Cloudy and cool ole /Jo 4 1 - 1z Sheet or 72 Total Gd,otA 12:35 Grcund �rcrer Too/e n:;ntn in Ti riT -- El: OIrscRipflori Location lro:es E Viegrom.• .... .. ....• _.....-,.r.. .... -11471r) Gir•n w1140 /A. As.p;c+.. ?17' dfr+J. .29• OIrscRipflori Location lro:es E Viegrom.• Soil type, co/or, /enure, estimated portide site, Yo See Loeati on ap u y tamp/er dr/ving nates, r��j c u h a dcp:As circulation lost, o u 2 u e voles On drilling ease, bits used, etc. dun o 4 o F vegetation; CZ C4 ,\° 'n I t3l BIRCH TO I 3" FROST _ I 0-6" TOPSAIL w-_ 9 ° SANDY r,RAVFI — •O BROKEN ROCK TO 5" _ U _ SLIGHTY SILTY_ J — VERY LOOSE a 14 • 6 d- n_�� I 9 IP LAYER_,_Tj/J4___. /1 WATFR nN TOP) _ ©aQ SANDY GRAVEL wl BOULDERS I _ HARD n - ROCK •(t?+ a�c?�n2s I r I ,• .I3 !� . — I �� I I NTEE ED IN PROBABLE SILTY IM SANDY GRAVEL Y6-- - —77 I 17. .... .. ....• _.....-,.r.. .... -11471r) Gir•n w1140 /A. As.p;c+.. ?17' dfr+J. .29• oegvn 27 DEC cuu yr ltS/ UUK/NG . /e completed 27 December 1979 DOWLING h ASSOCIATES 710110 960 John DAore F•ngineers = ;Urvvyors 'jec/ Na 79-815 linchorogr., 11 los%ro To/a/ /:-p /h 15.0 �— --- -rrr nomePr000sed Delaney UU yisinn ction _ lnditn AlackA C•ronnJ •nod (lied Id worry Large �o _ Backhon Tratk� Dowl ino-Senn n:vh ;.; /; [ 1%p/rr ToD/--- Geologist Dnwlin.q_ -,-e r.,Aer Ptly Cldy and cool -,t- -- L— _ 7i -7— ;7m,7 ling CCScnrl-rror/ Loco/ -on ".et f 0,rvorn- c � Soil /roe, Coto, /eHvre, ltlimoted por;ic/e site, So. EDGE 1st. OPEN FIELD / E v v E ` Sompter driving notes, dcp!hs circ✓lo/fan lost, See Location Map notes nn dri/ring co.cr, U. -ed, a/a. m 0 4 4 \O O O 1 ✓egg/O//O n; , 0 0-3 BLACK TOPSOIL i 3 4 _ p o __LH8RQ2AtL 6 -CS — FA .LZ_ -- unies! Otl�ruise noted of, lomplec are /c.f.n w/r•� /n sioner'd nf'!/rp:,2� SOmp;er Criv!n ,r,//.:O /b. Aam.r.r JOS drip. --- �•• ,LJI VVrf///V — f ,ro 27 December 1979 i g.� R,offered 28 Dprpnhar 197q DOWLING A ASSOCIATES '/e 1/0 4 O 960 John Dee Sne a o� 22 �_ Engineers — serve/ors Io/o/ Ce�/h 16.0 rto _79-815 — Anchora,— .Atosho • r•'ofne Proonsprl llolan�j�isjon . Indian, Alaska Vraon✓ 7iJ::r 70i/e Rerkhno I On r/y Dowling -Senn —•_-- Ceol0741 Dow 1 i na -'r • i �- Snowing and 30 degrees --- Do,. ( _ ^g C£SC!f/Ni /Or/ LOCO/.y)r, L�Ys E Sal/ l79d t9fn;:://vre, . ' 'I ,� s""''/=' dr/"r^� •'°!''' See Loaction Map �: � U c a � Jr7'hf urta/•l/,Jn /at; ,e nae.: en lrllln7 Lose, a a°z Open field with little or no brush 2.5 to_6.0 ravel with Sandy little large rock (GWl L I 1 P' — ----- — --- s L — r 6.0 to 6.5_ Laver of silty sand SM CU .5 to 16.0 Silty sandy gravel with rocks to 1.0' GM -- 9 -" /z L r —_ _ I I ( I 19 -F I— T— /0 19 CUc UP'TEST LIU;'l,Yc JAL- Oe/a 27_Q,_embor 1979 I• Coma/t/td z3__Qar P _19.1? D0'lUsUG L ASSOCIATES �— 960 John Deer �_ 'tet • En�iner/S — Surveyor: 5 0/ 22 Pro%ec/ vo 79-815 tY/�/ Cts/,s 16.0 P.•oVec/ Aamt L==SP� e Indian, Alaska 1sjon Used _ P�r�hno /On T —_— �rf•Vn✓ •::::. ;ogre ; F-((--�� Fie/dPot/y' Dowlin -Senn :c:;ee Snowing and 30 degrees _ ct^•��i:/ Dowling_ %`mt I SGn, /ink — c..sC:% r .— /Pi ON LOC?I.'O^ ""wtt f Ui-irU,r„• •r/W t, o �I o See Location Map d:?^fit CirCJ/7/,Sn � _ Open field near some birch -I�—�— o _ 0-69—ToPSID-4— / ------------ — --- --- Z-- b; — LL .,.4_SlightJ,silLY�andY—grase.tllnnu` liLn_1U ——P`—'�1� v v - loose oasked�a_rotks_-- �. _ La � U — --- �• LL- I B � C Q� /o 0 0 •(Leese-pac-keds ' T // C pSa_pyeA with littlP tM nn l�r�P rnrkc hPlns 10 "L /0 19 LUG Uf' 7'E';; r Oo7 v(; ?gun 27 December 1979 6 vr�/eled L1 nora a 1g7q Z._�� Tb r DO!UNG A ASSOCIATES ~'/ •/O ----__ 960 John Deere 'Engineers — Surveyor, S"" 6 rofol 0/ 22 P/o79-215 Acchora A7oskn , . 4%,mf Ernpncor{ nal nay Sujiyiilon Indian, Alaska Used Rarkhne (nn Trark___s Dowling See Location Ma d"?'•ss tirC�ly/,Jn /otl, p � ,/y -Senn _ Gra/o7isl 041in9_ Snowing and 30 degrees —i— -, o„t ( I _ •n7 ck CIC. C=SCR//•i /O;/ Lotvl:Jn i.�':3 f J,:^.�/u,n.• 0 6 of^ao � d T 7 Cl S"r d .9 rf ;)-. sa ��i ; +&.0 OULLom UT no;e. very hard material, no frost or bedrock. � `a See Location Ma d"?'•ss tirC�ly/,Jn /otl, p E � e -, . no!�; Cn dn1/i07 ck CIC. o I Birch and some spruce w/little to no underbrush 0 6 of^ao � d T 7 Cl S"r d .9 rf ;)-. sa ��i ; +&.0 OULLom UT no;e. very hard material, no frost or bedrock. Lvv ur /C.>i Uurt'lr%u care'ae9:10 27 December 1979 Core eomplered ZUeSembor 1979 D0:ILIPIG t ASSOCIATES R:'/ r/o 960 John Deer_ • Engineers -- Surveyors Peoierr Ro 79-815 — Anehoro;:, . Alaska Pro,-:rl Ram. PropmePd DAlnney__SiihdivliiQr core/ion Indian, Alaska (-W4.1d Used Rarkhno(On-1t•ack l rjrj:f ,r/y Dowling -Senn .— ceo/oy(t/ Qowling :•eoatr Snowing and 30 degrees rille 7 Sn:..: 7 o/ 22 rota/ Ce?1A 15 n l eov.•J :r roore 7j;7,777— : Scmg/ing of c ;e . N u CfSC!NP.-/O.v naves to dill/in7 tat:, NIT efc. Luvtron G�•:s E U(s;•w..- See Location Map Q e c? v V:�elotron: Large Birch area little to no underbrush grassey are: I 0- -- p J s a 9 /O /J (G /J 17 (o —4-0-t0-Z'G-3.ops0i1 -and--t-at —i— �.0 to 4.0 Gravel and rocks mixgd with tgpsoiI -- — -- -_—_ --- —. ���--- UQ Q' G V•, - - �:D•'to-15.-0-Gi•avT w1 h�Tders Io Wo-ut r 1if'-3 a --- --Srownisfi grey 1�or. -'- -•'—ExceTTeni materia�'Tor sep 1c y ems no oo :�'-,~<�-�>,1g-tet -- - - I I —_ 14.0 water tgble I 15.0 Bottom of hole. -No frost and no bedrock Mo li �.- ..�-....-- _...�-...--_... -- .-..- .. �. ...n e.--.�-� a--..-.... a---... ........ ..02.]!• •--.....� 2n-./..... Yn 27 Pe ember 1979 fl!/ed 28 Dar mh r 1979 DOWLING L ASSOCIATES '•'/;! /' R ---I 960 John D Ar • Engineers — Surveyors Sne:: 8 _ or 22 . 79-815 rola/ c -,/,s 16.0 Anchoros:, . Alos,io rme Proposed Da &l1ey Suh ixWan Indian, Alaska C•rnunJ rd Rnckhoog-Sen Dowling -Senn (nn TryLkS) __ eeoiogif/ DQwlina n �•ii.1-77 ,re Snowing and 30 degrees /,l,_ Cr:?ClNPr/o.Y L.uucen /.b:et E Ure�ru,n,• � c � Qflirn0/:d pur:iC'e , c v fern,/v dr/viny ' no/et See Location Map •: is V ` N fk ` nuleJ a �dri//ink eu<:, r Q `o vepelgh n: Q o� h Large birch area little to no underbrush o / O.O�o t�Q_1Qp�oi1 artd rnn_ tm,,, t — color Abb7t'6 o roc s. (GP) — /o -- ---------------- c /o /9 » A,. .--- . .:n LOG OF TEST DOR%P/G •)or- aa7un 27 December 1979 to/a Comp/grad Z9_Q.ecamhar 1979 DC4L1tIG L ASSOCIATES '/"'/O ' 9 ?'7 r/o 960 John D ra_ �� of 22 fr:�rne2r5 urvfyorS • 1roJecr tvo 79-815 Archorc^jrota/ C:,215 1 .0 q.cyrr Vome Prnn"ad nalaney_SUb ivWoa . .Occrion Indian, Alaska Ground •;:�:� r°err faradr_- • flarkhna ff)n TtaLksl 4, F... �-t---- rzrlo,P„tl/y _Dowling -Senn _ caola7;u Dowling r;m. �I ra^.rcr Snowing and 30 degrees Do,- SCm>/inrJ z-- r r- • 4� A L Q 5 �� • 0 C � Q ' • G. E /0 r \ Q — � 4 \ $Ji/ /�.�:• Ca.'” � ,-r/gra. scm>/r, dr/";n7 no/:t de.oMy Ciffulg Nn /07 Rol's en drill"I C',r Ai/s u:- � cl:. See Location Map atau with some scrubb spruce and small birch to 3 5-op-tr�endfrrq-� —Aet because o the sway area on top This area is a out eet square and this hole is no 0o represena ive o t e area ut ~--rwanted-i:o`see w al: was un er -t-Fe peat an why ---"Tt-was ere. a —o—n ung can re ate to s "ts�3f�Lnaii because o�'f�eV a nessul eo Ttoe a ----b»�1--fines-Crave-LulletT�if�Tf-LISg3Tir of ce an3'— . CdIIw�r�o"Co T1 zsCL- z-- r r- • 4� A L Q 5 �� • 0 � 6 ' • G. /0 r \ Q — $Ji/ /�.�:• Ca.'” � ,-r/gra. scm>/r, dr/";n7 no/:t de.oMy Ciffulg Nn /07 Rol's en drill"I C',r Ai/s u:- � cl:. See Location Map atau with some scrubb spruce and small birch to 3 5-op-tr�endfrrq-� —Aet because o the sway area on top This area is a out eet square and this hole is no 0o represena ive o t e area ut ~--rwanted-i:o`see w al: was un er -t-Fe peat an why ---"Tt-was ere. a —o—n ung can re ate to s "ts�3f�Lnaii because o�'f�eV a nessul eo Ttoe a ----b»�1--fines-Crave-LulletT�if�Tf-LISg3Tir of ce an3'— . CdIIw�r�o"Co T1 zsCL- Ri 27 December 1979 ,rlle/ed 28 Dprembpr 1979 960 John Deer_ Na 79-815 _ DOWLING ,'r ASSOCIATES • Engineers - .Surveyors l rchora;., . A/oskc Lyme Prnpn,;ad nalanPX SubAjyjr10n Indian, Alaska _ Jsed RArkhno (nn Tl•arks� rty Dowling -Senn —._ Ceo%gisi Qowlino Snowing and 30 degrees Nn /e NO to 10 rulat Cept,� croon✓ ii;:c, To ve 'ng ` C :• O R V o \ e C �i Vr O O h L `• 5 1 h tt V " ; F ~ MIClftr'T/0.'/ $oi/ 11p C, cNoe, r/tire, eJ/imOJ!•✓ DOr:iC�e Yl:, sam�/:r drtviag nate:, ciffW1,1/Na /Oil, no/ef eft'drilling cute, LOCctrn tb:es f U/:,^ram.• — See Location Map ' e L e V:;elation. Birch and spruce to 12" little underbrush 01 J L 0.0 to 1:5 Topsoil (Black) w/some rootmat —1. -to --3,. e� humus-tgere U_tg ossi lv a 19saL tri-oa) r ey btGE'tiTCb7�r—Pledium �r3 pa ... ce oc s o --'the-•prkb hdVt: fratMre O a E — �— — -� 6 r L - - t0 /S /9 I i O If qj•i l c.1 _ I 9 n *m 1S n S;1tlefanAy gravel m) i n« .;i• but harCer 1- tm (fig —RI • �- I I--r5-.U--Bottom of hole. N o water and no bedrock or frost. I I - I_ I 1 I —Ci - . C� LOG OF 7Esr tjuiA ; 27 DEC 7 oe pun /r7/c /17 11 1 ,�— re eorep/e/ed27 December 1979 DOWLING A ASSOCIATES s,+e 11 or : No 960 John Deere f. n�inCHS — ic•rvPyp/' � 22 he4J C ;r /A _,� O -• •iee/ NO 79-815 Anchorage, A/os in ;ecr Aome Proposed Delaney Subdivision_--_ _ - _12_:00 e/ion Indian. Alaska _____ r Gr_ovnd v,re. 7o�/e nod used Tracked Backhoe _ _ _ ir:w." ..;i: /d Por/y Dowl I na-Senn __D0wlJJ4--- e.Y:o _Ptly Cldy and rnnl—�- :mg/ink r:lsClt/,•i /OH Loco::M ro.'cs f /le :�^euen• Alit hae, color,, ;e+/ure, 1 , O eslknared Anr:+cle sere, S.Ve:9eation Map F r e � i s somple• dr/r,ny JoD'as circa/u/eiln /os/, �, ,e v e ` . h r•, � notes on drilling ease, Dirs ascd, c:c. m ¢ O t� .-.—_.—— Vegetation. BIRCH 6" tm A" 1 fTTI F IINnFGRRIKu ! 0-2'—._ TOPSOIL w% ROOTMAT-_- •� —•_ ••------ - - - a-- ?_ .5•.. GRAVEL (sandy). w13OULDERS. TO.A.S_..._--_-•- •- _ -• 5 9G - . SANQYSBAYEL.wL_LARGEBDllLDERS ---_— G1_ '•¢ -_. ... •----Q9llLQEBS_1_b0%_)__.-.- Gg L __ rx !o © WATER TABLE co L - /3 - ` - --..--SANDK•GRAVEL--B-• ----- --------..-_.__. --GRAVELLY- SOUL DERS---FGR).___._..__--_- `- to � �- - --- ---_..--•---__-._.--•--•-•-- - ---•------•-• (,nles; alle•rrrise no/e'd a// so,-rh•t we /,;d••n rr �!•: /1I /rin✓:•r/:'r-_/r�r/.fin !;neey,,yr e;iir••n :r//•:7/A A.•l••re�.r T^-lir(•.l /.u:: u,:, 7e•:;r 1xi?4w,, ;an — 27 Decembsr 19.79 :pN:rd E$�PSEIDI2PL1414. OVAING L ASSOCIATES 960 John beer— Engineers — 5urvt-yOrj: vo 79-815 — An_horc7;'_, . A/askn :171n-—Propnsed_D.elnueY•Subdivisiall. --•---- _ Indian, Alaska /ted Parkhno— /y Dowling -Senn _ Cee,:77is/ D—wl-jng_ Snowing and 30 degrees___- -- ---_ --- 1.8'2 /r, a: r/, 12 :•: 12 of 22 ru/o/ cepl,+ 16.0 17.71P�— +;• /.'i S<.8/f•f/RV Lac c/.+•r ::n:rt L+ r; f.un• — C ✓-a:•+s c!!12/n/,vn /„/, See Location Map F. .� b i � H T nvt.; rn ✓. rnnr) rrr �••, bill. U LZ h O zk rL• r oy ` - ` —L ( Birch mixed with a few spruce no underbrush 0.0 to 1.0 Topsoiiw%roo ma — 7.0_tD_16_0__SdndY_9rdY_�with a lot of rocks GP - 60 to 70 % rock and boulders 17 � ,o I 16.0 Bottom of-io-e, -Ao water,—hb *f -r s na 5u ucul U,-ir--' - _ fQ-—�L--- ------1�� Scrap/in7 i p ••• tq \ � V Loc DF TEST ucpwr, CfSCINPi /cr/ rt/irno/r1 par:i!:c :om,/ar d!/r;n,' axles, AY.e; en de'llm carr• Peer 27ece Dmbgr 1979 g .a g C�/= Como/riled ZUe;Pmbor_1079 OOWLIiiG !/ ASSOCIATES r+,/r ;l, 13 — 13 P-'-7 NO 960 John Dgere Fngineers — survCyDr; sn:r: 0/ 22 P•a/rc/ tie 79-815 ArChorc;:, . Alcs,ra Toro/ Ctprs t p a P.•a,;ear N.7mr Pr'=1e i (lol2nex--Suhd y1sJon . Lac=!ion Indian, Alaska /-Tread Used - Rarkhno Inn Tr;jrkc^1 I /•va. /.: f,: 1— �;r/dP,r/y Dowling -Senn eeva7;:! Dowling— = Snowing and 30 degrees _- n,,, L Scrap/in7 i p ••• tq \ � V CfSCINPi /cr/ rt/irno/r1 par:i!:c :om,/ar d!/r;n,' axles, AY.e; en de'llm LoCa/;+n /:o.•es a V,-7,am. —_ See Location Ma �n li g .a C Birch mixed with a few spruce no underbrush �I o I — — II � / J 6- 7- /p I /3 is I 7 — I 17- /9 0_0 to. 1:0 'fopsoi w%rootmat I — 00 r 0Q d ' `QO r —LO_.-tQJ (L-51ight]Xsandx_9r..ave].-wjlb-a atnf�oskg �_ __ _ �- I — — _ — L 1/0 -T---- I — I 16.0 Bottomof hole. No water, no frost and no bedrock �I `I �r I I L un 27. December 1979 '-j v p/ered Zfl 2CYpbAr 1979 DO:iLIiIG ?. ASSOCIATES 14 of 22 960 John Deere F.rginerrs — Surveyors ru/u/ Crus 1(, n /0 79-815 Archoro.— . Alcs:ro 'am- PrnpnCPrl ilolanSub-d yl$1nr Indian, Alaska _ ,.���✓ roar, sed R.irl hno 1/11LTI3Lk� !� Dowlino-Senn Snowing and 30 degrees *Z. v L7M/:J7 i:..a f Uig+iUfn• _ ` e ` � !r/uno: r'1 Our.:°•;J yl•, sefn>/re &NiAg .,,ler, See Location Map •� e .e �+ v - h er'-fir rir:�Iv'7n /Ji/, no•'r; en dri/link rust, .. - , Di/r YT? a C/C. . Small Birch with a few spruce no ynderbrush a o N u 0 (_ 0,0 to 1.6 Topsoil w/some rootmat a s 4. 1.6 to 6.0 Sandy_g avel [SzJ— b d ggajytlfvj_a aye1 with ckr rn 6" rrEy to brownish in color. Soff_diagina, o II T�, q -sand_ 6-6 5Tr or '° d1 l I to --11.0 3andy-tJrav0--tG-Fry— —. !0 Q' i 0_ta-12-x0--Layer o—zF `, �k� . !! b I !3 El CJ I I �- + 12.0 to 16.0 Vary racky grovel (GP), about 00" r.. t- — I I— I 1 �I I 5 1 L 1 I 1 16.0 Bottom of hole. No water, no frost and no bedrock. a I III 9 f1 1- *Z. SCn•�/%nrJ 7 LUG uF rEsr BOR%NG t♦ Oats. ae an 27 December 1979 V E c,te eJTP/�led ?B Derember lg7g 004LING L ASSOCIATES Hilt "Vo I r 15 P.-7 //o _960 John De El:�ine2rS — iurva'/o/� S,l,l 22ero To /,/ 15.0 Projrc/ No —79-315 - Acchora— . AlarAc prnrncerl Oel?n�Y SuluYlSlon Lo -=.%,n Indian, Alaska -- - •�� ' ;.'eteod Useo, Aarkhoo (On TlzLk) � •+.:+f:. �— F%a/dPor/y _ Dowling -Senn crmoyr:r DQw1in_q_ ,-`^:•_._� ,,"A�, Snowing Snowing and 30 degrees _— n2 SCn•�/%nrJ 7 ok3t t♦ V E L•i SC(Nf�i /Ov of/Anal±• r- .� scrnPter dr/r%n note$, ds,0-05 cif:�la/!on /J>, 'i/Y YS!e, Cly. LJCaImn Fbl}Y E J/C�IJ.n,• See Location Map : •- C C� .mal I� V r Vele/a//O n: Small birch and a few spruce little underbrush 0- s 5 6—G 9 /o // I I /4 /5 '� 0 0 0.00t5-xopsoia— —� �Q Ofd f It f ✓ �/ - -- 4.•J-.S43,O Toosoi 1 w/rg-rkJrL -t-- -- 4-- - - — f to -16•.O --Sand --. y--rocks._wiili-bou-Ldex� to 2 di a. —__ ;D,-rnck h owaish in_eo.lor_lon-e parJc_d_ __— fLollent for 5 tic , t ms nr tty hart for �.e�4ins meriaLfs��ipes — - — - � I I r -- (_ I _� I- I- � I- I I� rr er n frnet and nn her/.ny-� ---- !. . ,n el uecemoer 17/7 to jt 004LING t. ASSOCIATES N�/e �/' F.n ineers — Survey r� 0 S':r: o/ 22 960 John Deere?' - - ro/u/ cry/.s 16.0 a 79-815 — Arthorn , . Alos.io ;mt Prnnne Ail nolrne„/ ��hr�iyi<i pn — Indian, Alaska Cro:,nd ;;,:rr rod ie ed Parkhno ISlnJtaekel — �� �'1 "'`' T- y Dowling -Senn _— Ceoi,7if/ D -Q a^e Snowing and 30 degrees -- 0o1r c V $ q ` "e N� � :� CrcC.'f//'r/U(/ v J^?•'•ls Cir: u/h/,Sn no:•S cm drdbn7 Pus-, !JCoI.On i.•J::s E Ui-r rJ.nt Se_ Location Map - c in the middle of a Hemlock Grove r s y I r �.!)_M 2-5--lopenil w/-=tmat_ L �Q v, �— _ r1t�fi..Q—�iCdYE1Jd/SD-ckS—tp-L-Q'j1Ld.7d.. '40% rnrk comp — Ss1t1d. �2me alLmom n t of silt, — ---(GP) L CJ I (I 6.0 to 10_0 About 70% rocks in this area. Less sand and silt �— Very dry hole. 9 /0 /7 I — — L_ -- ©�• I I I 1U.0 Eo any grave Still A lnt of rnrk _ fro1z' Gr ed -o-k - L Ll -- -- — i ter.. pLcun 27 — December 1979 Core Co.rp/Lred oro 0 1979 OC!iLIiIG L ASSOCIATES !{'/L .1-10 17 .Cl Rig, !/a 960 John Oe. -re er.�inP2/S —Surveyor; 5r'•• 17 o/ 2 Rro/rcr r/o 79-815 TOOAloska G -?as 16.0 AvVecr 17m. Prnnnc�l ov uUi is]on .a Indian, Alaska ---_ Crowns ro.5/L n tdC . ._.......v u r.arrnno 1: ILS —•�� :/y Dowli--eao•n/ D wl n Snowing and 30 der!��— :%LCL•Lr �,., ,.,FeCz,!P 7� Ln ort SC•,+J/in7 •' o 0 / 6 7ci- a- 9 /0 /7 L c ° �' e o ti U h ; 3 � N u ` ~ Ce SC!r/!•i /0// rsl:.no:rJ eur.iC:t LlL, itrn)/rr, r/,/,.in7 no/L; ✓La:nt cir:u/u/,un IO,/, nv!LJ Cn ✓rr//in7 CVS+, LOC://:;+n lb: is f 'J.:�rv.n.• See Location Map V 1 �� c� i e Birch and spruce to B". Along side of road. 0_0 to 2.5 70p5oil w/rocks V r : sand-(SPJ-- _ LT'S=o'6:0—G�aveTTy —I L I• Rocks -to -4-0' _�he eeper t e ho a the harder tFe igga— ing,— — -- I lfi n Rnttnrn nF W 1 Unor rn I f'• I - /90 r'9 _ ..._---..• -..-.. .. fed28 PrP P IQ79 UVAUtIOU i1 M»Vl.ltll C.) X960 John Deere - Er.;ineers — 5u.,veyors 79-815 Ar.Chorc; rllosRc P rnn"Pd OPlanpy—$ujdimisjon Indian, Alaska f iia 4hnP rnn ira.cU,1—_ Dowling -Senn _._-- G.•a a7is/ D wl i o Snowing and 30 degrees 18 of 22 Tufa/ Cr, f.s 1 fi n tror:n✓ :i, -!:e To.) /d 1-1-0111a l U O, I I I nll.•n..i :n nn rnA nr/ -^.-nr•• nv. rn a..^-Ire%A fr.•n•/+rA am+rrrJ:nn C.+.++:+• .r:v_n :+n r•i /A h^+•.^r^ �.7 rimn ?• Q " l U O, If y y h s 4 L'f vl eslirnolyfna/,': �f9 Vte' ; .,or-: JC7/•sf C%rlYN1,04 /03/, LJCaf:;ln i.bla f J:.^.i/J,n,• - ' See Location map • Birch and spruce with some underbrush o �—` — L_ D—W-0 $--Dcsoil and rootmat L ' ;1.9.©t�6 ' _ GFavef y san — — 0. Lo-16..Q-3Cor/n SandX..9ravP1 - RnuldPrc to 7 Or brown t�reLas the.de,p h increases. 6 /0 �I --- — 17-1 1r; 0 9ot•nm of hn1P Nn water _an frnc« inrl nn hPrlrnrlr 1 I _ - i Fill _ nll.•n..i :n nn rnA nr/ -^.-nr•• nv. rn a..^-Ire%A fr.•n•/+rA am+rrrJ:nn C.+.++:+• .r:v_n :+n r•i /A h^+•.^r^ �.7 rimn 1 Sur�lin, LOG Of' re -sr UOi+'%"/G vZ� dare oegvn 27 Dec=mbor 197 - 19 I Cie Cir? Co ,711'feJ28 orPmbPr1979 DOWLING r. ASSOCIATES 1, 1,:7 ria 960 John DAere En^inpr/S - ,UeYn^yo.s 19 of 22 Prp[eCf NO 79-815 •�r.0//OrG' rn/n/ crp r., i 6 n — P. -o,?:/ L17m? Prnnne!r{ Qeltn<v (zub jyisjor . cacc!ion Indian, Alaska _ - -�._ - ?r/uJ Used Rari'hna (On Tr�rsl '? � c^)1.. 1:11:1 F,: F;e/d Piely Dowling-SennD�wli�g_ ` ,-,^? y 4 Snowing and 30 degrees -- care I 1 Sur�lin, Cr5CRIP /ON LucaL;nn r:b:a E Iir, rorn• o scmo/er dr/rind .t�/? , See Location Map '? � L t• � O V ` h R y 4 nJlei Cn Jri//in tY �? Ci/S Y_ C, C/O. , r Q� ` oIQpsou Birchand sorucP to--8"—.v,/little underbrush and_=otma-t— - f- san _ /�' IT_ ��``jjr,' O I - - - -2._0._ta-I6_II--dandy-gravel-AGF-}.-•�oua.der�^��w� '� - �- -----9rey-i oaoK-as-tfie-dePt�-inereases. Sn ta_600 rocks— , r •rr 6 Q --- - L r e Q to - rr t� I I i /1..11 I �-•- (_� I �I /s I � �V •� � I I �-�� 0.nttnm of u6-16.-21Q-Wa-tE=-rnQ-�C6"' :�''v�"+-^..�tiE-•n"&EIS ,� r :� -F /T I T -- �— — 2 27, December 1979 le/e✓ 28 D rember 1970 960 John Deere 79-815 — DOWL111a L ASSOCIATES fr7ineers - Surveyors mf Prnnnced Dpl;1npy_ Suhd_L_jLiQn Indian, Alaska Ar.choro.e, Alos,tc ed Rarthno 10n Jrjs cl _ Dowling -Senn eeoi,gisl Dowljna Snowing and 30 degrees H7/•1 i/o 20 20 of 22 To/o/ Cr'70 16.0 Crryun✓ {i..•fe ro�'1 I-- Pi: r c ,� l� 4 � O y � V \ G N R � CE$Cle//,,'t oil Soil /lJe, CO.',,:rau/e, esl no/aJ oor:iC:a s/t, SCm,lee erlring Cil:Jl7/.b4 /Os/' nv:e; en dri/ling tv,e, Qi/S uST�, CA;. - See Location Map • L Birch and Spruce to 12" some underbrush 0— / z 3 Qob _ 1J-So.1.5—Iapsai-l-with-roetmat .. I 1 1.5 to 16.0 Sanqj Gravel (GP) .Uuldpre, to 7-0! _. L 1 J ____•_Brown tog_rey in color as tb.P-_dQplb_jncraacec 6 �J 1 —------ --- L -- _. .9 /0El „1 r� . ,0 �-• 45 I i11 1/V I � O.GttSM Of"eh, I-- fill �Cf Pi: