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Home My WebLink AboutEKLUND #1 BLK 3 LT 2Eklund #1 Block 3 Lot 2 #050-531-22 Municipality of Anchorage Development Services Department Building SafetyDivisionsxr r.s - - Onsite Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page Of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW060301 PID Number: 050-531-22 Name: Steve Lombard Wastewater System: Q✓ New ❑ Upgrade Address: PO Box 770045, Eagle River, AK 99577 ABSORPTION FIELD Phone: Number of Bedouins: 3 D Deep Trench IJ Shallow Trench ❑ Bed ❑ Mound [3 Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: •8 GPD/Ftp 6 Ft. Block:3 Lot:2 Subdivision: Eklund #1 Depth to pipe bottom from onPinal grade: I Gravel depth beneath pipe: 1,9 Ft. 3.9-4.1 Ft. Township: Range: Section: Fill added above original grade: I Gravel Length: 1.34-2.91 Ft. 159.9 Ft. Well: 21 New Upgrade ❑ pg Gravel width: Number of lines: Distance between lines: 5 Ft. 2 10'+ Ft. Classification (Private, A, B, C): Total Depth: Cesed to: Total absorption area: Pipe Materiel: Private 93 Ft. 93 FL /599 Ftp D3034 & F810 Driller: 11012012 Sullivanro Data Drilled IStati. Water Level: 156 Installer: Sanders & Sanders Data Installed: Ft. 9/19/06 Yield:Pump 7 GPM Set at: t 83 Casing Height Above Ground: 2 TANK FL Ft. SEPARATION DISTANCES 21 Septic ❑ Holding ❑ S.T.E.P. ❑ Other; To Septic Absorption Lift Holding ublic/Private Manufacturer. CapacHy: From Tank Field Station Tank Sewer Line Anchorage Tank 1000 Gal. Well 100'+ 100'+ NA NA 25'+ Material: Steel Number of Compartments: 2 Sudes, Water 1001+ - 100'+ NA NA LIFT STATION ize: man acturer. Lot Line 5'+ 10'+ NA - NA Gal. Foundation 511+ - 10'+ NA NA 'Pump on' level at: 'Pump off level at:High water alarm et: in. in. Curtain Drain NA w50'+ INA NA Pump Make & Model Electrical Inspections performed by: Remarks: "None known b? -'T YnoA BENCH MARK Location and Description: To of rebar NE Property corner Assumed Elevation: 200 FL Engineer's Stamp Inspections performed by: KND Engineering Dates: 1n 9/19/06 ++�(E OF At. 2nd 9/19/06 �/ Development Services Department Approval ig�,••'` •••;�9�0 Conditional Approval Date: I7—"Z f-0% *: Tk ,® Ha •• u•u•° •°pw 0 9 % Kan eih AA. :u>. ,�, � d Reviewed �t�i at s°.• 11/6 0 ?� +�TF9F ° ° and approved b pp y 46L -01,L- Date:,,� ......... pROFESSIDN�'► 0` 1�5 30 SCALE: 1"- 30' AS -BUILT SYSTEM DETAILS / SITE PLAN EKLUND SUBDIVISION #11 LOT 2 BLK 3 CD SPLITTER MO7- ( \ co 1 N C. EA. P \ V ltp. 5 I LOT 2 BLOCK 3 _CO •1000 CAL \ SEPTIC TANK Parcel ID. 050-531-22 Permit No. SW060301 GRAVEL 0/W N TBm TOP OFR BAR E PROP. CORNER ECK W/ COVERED ENTRY ABBREVIATIONS: LOT 1 BOH -BOTTOM OF HOLE CO - CLEANOUT TR A FCO -oioTIOCLNOUT F MH - MANHOLE JSWINC-TIE CHART I A-1-74.73 8-1-73.11 A-2-103.26 B-2-104.10 A-3-104.79 B-3-100.52 A-4-119.36 8-4-119.86 A-5-119.80 B-5-116.06 8 1000 CAL ST. OF AZ _4 KENNET s a jo FEss10NNV Aww h SEPTIC — Filaa By or SECTION SCALE: NTS J -tWER ROCK — TR NE C .a i pgSEWER ROCK PREPARED FOR: STEVE LOMBARD P.O. BOX 770045 EAGLE RIVER, AK 99577 FIELD BOOKS cow¢D: BaROARr. A DRAM: KI srAKWQ NA :MED BMW "�"`r 0703 45 DAID 11 11 C °R6 �` °etr SE -602 ACAD ^u' EKLUND JOB "" 03-086 Yr 8 / SE VC Fr ST VARIES U_ "`r78 BOH 1J6'0° PACE 1 OF 1 _ CTERR ,4 �q F m 0 s p 1 m 'Gh 'IND 9U1r d",, t ^X 0r77,1jj6 11/19/2007 10:09 6882259 OWNER OF ID: ADDRESS: f�6 LEGAL SLLLIVAN Certifieb �rftftnq log by oocco.eb. SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 89557 -TELEPHONE 6118-2759 DATE: PERMIT NUMBERs�01(BVI Date of Issue _J2- _ Pj TAX IDENTIFICATION NUMBER: D . Sal -a_ Is well located at approved permit location? Yves O No Method of Driilin ,a'r rotary O cable tool Depth of well: Casing Type hre Wall ThlCkness _,�; Rhes Diameter +il Inches, depth_ql feet Liner Type: Casing Stickup Above Ground: feet Static Water Levet: _ ; 6 feet Recover Rate: pm Method of Testing: Well Intake Opening Type:xopen end O open hole O Screened; Startfeet Stopped feet O Perforations Start feet Stopped feet Grout Type: IQ 16410aci�volume �9 G6� Depth: from r feet to1-1-?_0 feet Well Disinfected Upon Completion?'XYes O No Method of Disinfection: C 1Gh n e !�2n wp - Comments* DEPTH V 0 PAGE 01/01 Driller's Name �o Ci ',7c1: 1�✓Qh ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. ti f, ARCTIC PUMP & WELL INC. Jim Sullivan t-! uPO Eos 770197 r^'° ' Eagle River, AK 99577 (907)688-2510 (907)258-2510 w rri eci net Pump Installation Log Well Drilling Permit Number: SW060301 Parcel Identification Number:050-531-22 Date of Issue:9-12-07 Legal Description: Eklund# 1 TSteve Owner Name & Address: Lot:2 mbard Block:3 70045vnr QOG77 Pump Installation Date: 10-21-06 Pump Intake Depth Below Top of Well Casing:83 Feet Pump Manufacturer's Name: Dempster Pump Model:MBF2-50-S2 Pump Size: 1/2 hP Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name:Martinson Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arclic Pump & 1t'ell, Inc. Page l of I NAL; l A ANCHORAGE RECORDING DISTRICT ASBUILT OF: EKLUND SUBDIVISION LOT 2 BLK 3 PLAT 71-115 SURVEY CERTIFICATION: I, John L. Schuller, have conducted a physical survey of this property as shown on this drawing and that the improvements situated thereon are within the property lines and no encroachments exist other than noted. EXCLUSION NOTES:lt is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. ---- -- SEPT 15, 2007 1--40 03-086 A" BT. CHECKED BY UW "BER: JLS SE602 OF•.•9Z.%%%j I 49TFi •••'' e ....................... -JOHN L SCHULLER, ' Iu� '•. LS -10408 r� � ll� to v. 1 i n '�t�. AIVD gt3� �qo 99577-8"6 MUNICIPALITY OF ANCHORAGE �> Development Services Department 1 d� On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 n 1 QI (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Sep 12, 2006 Expiration Date: Sep 12, 2007 Permit Number: SWO60301 Parcel ID: 050-531-22 Legal Description: Eklund #1 Block 3 Lot 2 Design Engineer: 0070 KND ENGINEERING Site Address: 4300 Lower Kogru Drive Owner Name: STEPHEN C. LOMBARD Lot Size: 53254 SO. FT. Owner Address: PO BOX 770045 Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of: E Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: !3 e"4 Date: 0 _\ Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING �I RParcel I.D. d � � Property Mailing phone i q9 � 77 ;ode Site address 3 C`)� j�^4 ti " h �d� 2 LL__jI'I t —Zip Code Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size '� �Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ER Septic Tank Holding Tank Privy 0 Private Well K Water Storage 0 Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application Single Family Dwelling and is in accordance with applicable Municipal Codes. owner or authorized agent) Permit/Rush Fees: Date of Payment: __T_ Waiver Fees: Date of Payment: Receipt Number: SS�� {—ri7�Y�1 Receipt Number: (Rev. 11105) •u is being made for a MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW030497 Legal Description: Eklund #1 Block 3 Lot 2 Date Issued: Dec 03, 2003 Expiration Date: Dec 02, 2004 Parcel ID: 050-531-22 Design Engineer: 0070 KND Engineering Site Address: 4300 Lower Kogru Drive Owner Name: Jim Barnes Lot Size: 53254 SO. FT. Owner Address: PO Box 773232 Total Bedrooms: 3 Permit Bedrooms: 3 Eagle River. AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by catling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Issued By. WIN Date: 1 -5 Date: /2/3 Municipality of Anchorage -- Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St, P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. nSc 31 — x1 Permit Number SWO564 77 Property owner(s) Jim Barnes Day phone R01-7168 Mailing address (1) •O .. Mailing address (2) Zip Code �1 Legal description (Lot, Block & Sub'd.) Eklund R3, L2 Legal description (Section, Township & Range) , L o wo r 1� o cl Y U 1 )►- Lot Size 5-;,) I AcreSq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) -Vk+ivet Fees: Date of Payment: Receipt Number: KNDD ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 November 5, 2003 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New sewer/well permit — Eklund, Block 3, Lot 2 Gentlemen: The owner has requested we proceed forward to obtain a septic and well permit on the subject lot. On September 23, 2003 one testhole was performed for the proposed system. The results of this test are attached. The general slope of this lot is from north to south at steep grades of approximately 357o'+/- in the northern portion of the lot and moderate grades of 15-2070 at the testhole location and southerly part of the lot. We have designed our system utilizing the existing testhole that was excavated the proposed 2 -bedroom house. The lot will be served by an individual well, located on the northern portion of the lot. We propose to install two 5' wide shallow trenches. Water was not encountered during the excavation or monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 /FAX 696-8111. Respectfully submitted, IrMD Engineering, Inc. ennet u fus, P.E. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test Owner/ Excavator Specs WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLA EKLUND S/D BLOCK 3, LOT 2 1 -%\ NI'M NO PUNIC WELLS WITHIN YOD' Or PREPOSED SYSTEM. MIT PRIVATC WELLS WITHIN ear OE PRIPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN YOM• OE PRWMED WELL EXCEPT AS NOTE& Aw OF AL4Sf''' 6 /s LOT a. t"t. `\ LOT 1 AQ BLOCK 3 \ \ r- - — — — — — — — — — — — — — — i i i i Oi / Nd�I�LIII'}TpV V % CE-7118AV 1)?QFESSIO1IwAV DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPD 450 GPD/0.8 GPD PER SQ. FT. (7 MIN/IN.)= 563 SO. FT (563/5'(W)) X .5(RF) (4.0' GRAVEL) = 57 FT. TRENCH USE 2 TRENCHES - 29 (L) X 5' (W) X 4.0'(D) Total depth of system Is 6.0' from original grade. Total depth of gravel below distribution pipe Is 4.0' NOTES: 1. USE 1000 GAL SEPTIC TANK, INSULATE IF (4' OF COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN, 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. PREPARED FOR, JIM BARNES PO BOX 773292 EAGLE RIVER, AK., 99577 (907) 301-7168 FIELD BOOKS I CC Tm: DCUM mt N q ZSTAKNQ Nq ASTXX.rNA ACRD RZ 03068.DWGI """ 03068 Scale: 1'= 100' PAGE 1 OF 2 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 I WASTEWATER DISPOSAL SYSTEM DETAILS EKLUND S/D BLOCK 3, LOT 2 TOP OF O v / KND �OO\m 38' PROPOSED 0 39' PROPOSED PRIMARY 54' SYSTEM PROPOSED BES. � 2000S R TH03-1 AZ4 *. 4... � ........ � `1 CE 71 =4 '•w'ESSIDN�' Ia c® PREPARED FOR, JIM BARNES PO BOX 773292 EAGLE RIVER, AK., 99577 (907) 301-7168 FIELD BOOKS e mr. N A aM..a NA T NA DMC. IRE MCMD"E 03068 co wuulm. DRAM mc; acacm KMD DAIS 11/6/ cm SE070 " ": 03068 BLOCK Scale, 1'= 20' PAGE 2 OF 2 Lv1MW ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (007)696-6111/FAX (907)696-8111 KINI D ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 696-6111 / FAX (907) 696-8111 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES AND MATERIAL SPECIFICATIONS LEGAL DESCRIPTION: Eklund Block 3, Lot 2 GENERAL: 1. The scope of this project includes the installation of a septic tank and/or drainfield to serve a single family residence on the referenced property as delineated on the attached Municipality of Anchorage (MOA) permit and site plan. 2. Construction shall be in accordance with the approved site plan and design drawings; MOA permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. KND Engineering Inc (KND) assumes no responsibility of the accuracy of the as -built survey provided by the owner or ownei s representative. 4. The owner or contractor is responsible to notify the engineer of any discrepancies noted on the design plans or drawings prior to commencing work. These discrepancies could be, but not limited to, possible encroachments, surface water, varying soils, unplatted easements, types or use of dwellings on or adjacent to property, nearby public wells, etc. S. The contractor shall be responsible for locating any necessary underground utilities, easements, property lines and surface water. The owner and/or contractor shall ensure, if deemed appropriate, that a registered land surveyor prior to construction flags all setbacks. 6. The contractor shall be responsible for verifying all pertinent separation distances and component layout. 7. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 8. The MOA Development Services Department On -Site Water & Wastewater Program must certify contractors installing wastewater disposal systems. Owners installing their own systems must also receive prior approval from said MOA Department. SEPTIC TANK / HOLDING TANK / LIFT STATION INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded with proper material and compacting to prevent damaging, settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above the final grade. 4. Septic tanks installed with less than 4 foot of cover shall be insulated. The contractor will ensure that the fill over the tank does not exceed the burial depth rating. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 feet from the tank. The second cleanout, in line, shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. Pau.. i of 7 Reference: Eklund 63, L2 Date: 11/05/2003 Page: 2 of 3 7. All H.D.P.E. tanks shall have a vertical length of 4 -inch perforated drainpipe besides the tank extending to the bottom of the tank to above grade to monitor ground water. 8. All tanks shall be anchored when there is not enough adequate soil cover to resist buoyancy forces in high -groundwater areas. 9. All holding tanks and lift stations shall have an audible and visual alarm inside the residence. 10. All lift stations shall be wired in compliance with the Uniform Electrical Code and an MOA guidelines. 11. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code. The contractor is solely responsible for the abandonment procedure. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavaction become smeared, they must be raked or scratched (roughed -up) before gravel (sewer rock) placement. 2. Once the sewer rock is installed, the distribution pipe is installed level with the perforations facing downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitoring tubes shall be four- (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. 6. All advanced technology waste water disposal systems (Advantex, Biocycle, Intermittent Dosing Sand Filter, etc...) shall be constructed, installed, maintained and monitored per manufacturer's specifications and MOA requirements. MINIMUM MATERIAL SPECIFICATIONS: 1. A MOA approved septic tank manufacturer must construct any septic tank proposed for installation. 2. The following pipe materials are MOA approved for use in septic system installations: TVDC of Pipe Perforate a2m Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3`7o passing the #200 sieve. If deemed necessary, a sieve analysis should be performed. 7. When sand is being used as a filter material, its gradation specification must conform to current MOA or DEC requirements. Reference: Eklund 83, L2 Date: 11/05/2003 Page: 3 of 3 INSPECTIONS: Typically there will be three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the sewer rock, distribution lines, standpipes, and cleanouts, but before the placement of the silt barrier, insulation, or any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. The inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contract with the contractor to perform the work outlined in these specifications and attached plans and in accordance with the attached MOA permit. All materials, components, and construction practices shall comply with the MOA's and the State of Alaska's latest ordinances, regulations, or policies regarding wells and septic systems. The failure of the inspecting engineer to notice a material or construction non-compliance does not relieve the contractor of his/her responsibility to correct such deficiency. There will be no contractual arrangement existing between the contractor and KND Engineering, Inc. KND shall be the owner's representative and will inspect the work as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the MOA. KND shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. KND's inspecting engineer will not be responsible for the construction means, methods, and techniques, sequence, procedures or the safety precautions incident to this project. BY PROCEEDING FORWARD WITH THE INSTALLATION OF THE WATER AND/OR WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CONTRACTOR, AND WELL DRILLER ACKNOWLEDGES HAVING READ AND ACCEPTED THESE SPECIFICATIONS. Owner: Contractor: K\1ND ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Tim Barnes Date Performed: 09/23/03 Project: Eklund B3, L2 TEST HOLE 0 03-1 Depth (Feet) ORG/OL SEE ATTACHED SITE PLAN FOR HOLE LOCATION GM/SM w/occ. cobbles to 2' mod. dense B.O.H.-tight 13- 14- 15- 16- 17- 18- 19 - HOLE PRESOAKED 20- PRIOR TO TEST Was Groundwater encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 9/30/03 Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/30/03 1:00 6" - 2 1:30 30 min 47/16" 19/16" 3 1:31 6" - 4 2:01 30 min 49/16" 17/16" 5 2:02 - 6" - 6 2:32 30 min 49/16" 17/16- 7 8 9 10 11 12 Water Added Percolation Rate 7 (min/in) Perc Hole Diameter 6" Test Run Between 4 feet and _5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.