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HomeMy WebLinkAboutLAKE RIDGE TERRACE BLK 10 LT 5Onsite File Lake Ridge Terrace Block 10 Lot 5 #051-323-19 Connected to public water. Municipality of Anchorage Community Development Department On -Site Water & Wastewater Program 4700 Elmore St. ■ P.O. Box 196650 ■ Anchorage, AK 99507-6650 t www.muni.org/onsite ■ (907) 343-7904 Legal Address: I Subdivision I T R Well Decommissioning Log f CAc-e..� Block Lot _ Lot On-site Water & wastewater Program certified contractor performing the well decommissioni g: i Name: '! ( (`,�;,,l� Signature Company: j Well decommissioning date: 10 ;�2 1 Method of decommissioning: AMC 15:55.0601-1 a. ❑ b. ❑ c. Location: Use the space below to provide a drawing of the property showing the following items; • North Arrow + Decommissioned well, • Other water wells on the property, • Two separate swing -tie distances for each well shown in the drawing, Note: The swing -tie distances shall be measured from either permanent structures of property corners. 1A P vv/ Lake Ridge Terrace Block 10 Lot 5 #051-323-19 Municipality of Anchorage ..e Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-79D4 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP101215 PID Number: 051,323-19 Name: Kris and Nancy Kinney Wastewater System: F1 New ©Upgrade Address: P.O. Box 670461 Chugiak, AK 99567 ABSORPTION FIELD Phone: Numberaf Bedrooms: Q 13 Deep Trench m Shallow Trench E3 Betl ❑ Mound Cl Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: .6 GPDFP 6.0 Fl. BIoG.1 D Lot 5 Subdivision: Lake Ridge Terrace Depth to pipe bottom from original goads: Gravel depth beneath pipe: 2.0 Ft. 4.0 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 2-3 Ft. 100 Ft. Well: F1New ❑ Upgrade Gravel width: Numberoflines: Distance between linea: 5 Ft. 2 '10 Ft Classigcalion(Pnvate, A, B, C): Total Depth: cased fo: Total absorption area: Pipe Matedal: Existing Ft Ft 1,000 Fta ASTM D3034 PVC Driller Date Dulled' Static Water Level: Installer. Data Insbged Ft. Dirty Deeds Dirtworks 10/7-16/2010 Yield: Pump Set at: Casing Nelght Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublir/pdvate Manufacturer. apecily: From Tank I Field Station Tank Sewer Line Anchorage Tank 1,250 Gal. well >100, >100' N/A N/A >26 Material: Steel Number.<Compartments: Two (2) Surface Water >100' >100' N/A N/A LIFT STATION M. manutacturer. Lot Line >5. TMV N/A WA 500 Gal. Orenco/Anchorage Tank °Pump on- level at: -Pump off level at High wateralann at: Foundation >5' >10, N/A N/A 40 in, 40 In. 457 in. amain Drain None Noted Pump Make d Model Model 20 Electrical inspections performed by: A-1 Electric Remaft ***See Lot Line Waiver. BENCH MARK Lowdon and Description: Garage Slab Assumed Elevator: 100.00 Ft Engineer's Stamp Inspections performed by: A. Harala Dates: 1m 10/7/2010 * a14%1%% qry 2nd 10/9/2010 C/ etr.a•,Ito � Development Services Department Approval *I Conditional Approval Date: :k•• ..n ... . N .... .... ....e. ... .... « ..........e.... MICHAEL E ANDB80N� Ar �I�sr�9 Reviewed and approved by: /^—��� v i �( Date:_ ;�p�,,•e�S�� (Ra,. WAM) �OFESSlO�" �� Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT Page 2 of 3 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 Permit Number: OSP101215 PID NO.: 051-323-19- J LEGEND: CO — Cleanout SV — Septic Vent TH — Test Hole MT — Monitor Tube FCO — Foundation Clean Out MH — Man Hole FDV — Flow Diverter Valve NOTE: Drawing Not Completed From a Surveyed As Built. Locations May Not be Exact. LAKERIDGE TERRACE SUBDIVISION LOT 5, BLOCK 10 22,500 S.F. AS -BUILT SCALE 1' = 30' Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP101215 PID No. 051-323-19 97.7 II Finished II 1,250 Gallon Gal. Septic Tank Lift 2 7 Sta. = N 98.1 102.1 Drainfield Rock 102.1 _r 98.1 92.1 II 50' (Trench Length) No Groundwater 16- 5/16" Diameter Holes @ 3' v 2 M � 107.4 II II / 104.4 Finished Grade Existing Grade Geotextile Fabric 102.1 Drainfield Rock 98.1 92.1 50' (Trench Length) No Groundwater 16 - 5/16" Diameter Holes @ 3' PROFILE AS -BUILT No Scale 98.0 ................................ MICHAEL E. ANDERSON NO CE -4381 c sr s .,v..°� �• p�'ESSI4NPi� 102.1 Al ELECTRIC 4900 E. Palmer-Wasilla Hwy, Suite 101 T Wasilla, AK 99654 1-877-746-5011 Sales Order E] Estimate P Invoice Municipality of Anchorage P.O. Box 196650 •4700 Elmore Road Anchoracae. Alaska 99519-6650 * (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Program Gent S Pf p G V � epartment * * * * VARIANCE/WAIVER REVIEW * * * * WR##: OSP101216 HAM Permit#:OSP101215 PID#: 051-323-19 Legal Description: Lake Ridge Terrace, Block 10, Lot 5 Engineer: GEG Applicant: Kris & Nance Kinnev Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 4.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: 2/7/2011 Approved by: 41 Nameof Reviewer Rec#: 060219 Amount: $200.00 Date Paid: 9/28/2010 **** VARIANCE/WAIVER REVIEW **** On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP101215 Tax Code Number: 05132319000 Work Type: Septic Upgrade Permit Effective Dates: September 28, 2010 to September 28, 2011 Design Engineer: ANDERSON ENGINEERING Subdivision: LAKE RIDGE TERRACE Site Legal Address: LAKE RIDGE TERRACE BLK 10 LT 5 G:0553 Owner/Address: KINNEY KRIS F & NANCY J PO BOX 670461 CHUGIAK AK 995670461 Site Mailing Address: 14217 HAROLD LOOP, Eagle River Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 22500 4 Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: Permit includes waiver OSP101216 allowing the drainfield to be 4 feet from the property line. Received 1 Issued By: Property Owner(S) Kris and Nancy Kinney Mailing address P.O. Box 670461 Chugiak, AK Site address 14217 Harold Loop Chugiak, AK phone Zip Code 99567 Zip Code 99567 Legal description (Sub'd., Block & Lot) Lake Ridge Terrace, Block 10, Lot 5 Legal description (Township, Range & Section) Lot Size 22,500 Sq. Ft THIS APPLICATION IS FOR (® all that apply): Absorption Field Municipality of Anchorage l • �.� Development Services Department ' Building Safety Division Privy On -Site Water and Wastewater Program Private Well 4700 Bragaw Street Water Storage P.O. Box 196650 N, Anchorage, Alaska 99519-6650 www.muni.org/onsite 343-7904 V(907) ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-323-19 Property Owner(S) Kris and Nancy Kinney Mailing address P.O. Box 670461 Chugiak, AK Site address 14217 Harold Loop Chugiak, AK phone Zip Code 99567 Zip Code 99567 Legal description (Sub'd., Block & Lot) Lake Ridge Terrace, Block 10, Lot 5 Legal description (Township, Range & Section) Lot Size 22,500 Sq. Ft THIS APPLICATION IS FOR (® all that apply): Absorption Field 0 Septic Tank El Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms Four (4) THIS APPLICATION IS AN: Initial ❑ Upgrade 0 Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: S `� r T �, Waiver Fees: - )o Date of Payment: C� _ l) Date of Payment: - U Receipt Number: 0 C7 09 Receipt Number: ® G o �. (Rev. 11/05) 41 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) September 28, 2010 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 5, Block 10, Lake Ridge Terrace Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 5, Block 10, Lake Ridge Terrace Subdivision recently decommissioned a well on his lot which allowed exploration for a new absorption system. In addition, the neighbor to the west recently connected to City water and decommissioned his well increasing the area available on Lot 5. Usable soils were found on the lot and the owner now intends to construct a new four-bedroom septic system and replace the holding tank currently in use on the lot. We are therefore requesting a permit be issued for the construction of a new septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed septic system along with the existing holding tank. No existing wells are closer than 100' from the proposed septic system. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. A flow diverter valve will be placed and the existing holding tank will remain in place for possible future use. The test hole placed on the lot in the area of the absorption trenches indicated gravel with sand and silt (GM). The percolation rate of the soil was determined to be 30 minutes per inch. No groundwater was found during the placement of the test hole and none was noted during the monitoring period. An application rate of .6 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,500 -gallon STEP tank and a total of 100' long by 5' wide by 4' effective depth absorption trenches to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trenches will be 2' below the surface and the total depth will be 6'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trenches and 4' over the STEP tank. Lot 5, Block 10, Lake Ridge Terrace Subdivision September 28, 2010 Page Two The ground surface on the lot in the area of the absorption trenches slopes to the south and west at a grade approximating 2%. The new trenches will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' from the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments WC, 'e y- �.'•• 49th �••••••°:� :A -.MICHAEL E. ANDERSON J CV �,'.• No. CE -4381 •'• ��AF ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX September 28, 2010 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 5, Block 10, Lake Ridge Terrace Subdivision Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer: Lot 5, Block 10, Lake Ridge Terrace Subdivision is a small lot with only 22,500 square feet of surface area. The existing house is currently on a holding tank. The owner has decommissioned one of the wells on the lot and the neighbor to the west has connected to City water allowing for placement of an absorption system on the lot. A test hole recently placed along the west property line indicated silty gravel soil which will support a new absorption system. This area, however, encroaches into the 10' setback from the property line on the west side. Placement of the absorption trench within 4' of the western lot line will not adversely affect neighboring lots. The lots to the south are currently vacant and will be connected to City water if they are developed. We hereby recommend a lot line waiver be issued allowing placement of the absorption system within 4' of the western lot line. Sincerely, Michael E..Anderson, P.E. j 13 j 12 '' -� ZAP P / 10 / 6 ' Exist Well f / �Q�Egang / Wel 9 '� J ! VACANT Q / ExieBng wall. Lot Connected \�� VACANT j City Water / � 3 i 2 1 I 6 i 5 4 I I I 3 I I f ♦1 i c'49th ** , x} ♦ AREA MAP .........:.......:............................. MICHAEL E. ANDERSON •�♦un% NO, CE -4381 SCALE 1' = 100' 4• LAKERIDGE TERRACE SUBDIVISION LOT 5, BLOCK 10 22,500 S.F. Ss2� LEGEND: 001 CO — Cleanout SV — Septic Vent TH — Test Hole MT — Monitor Tube FCO — Foundation Clean Out MH — Man Hole FDV — Flow Diverter Valve NOTE: No Slopes >25% Are -Within 50' of the Proposed or Existing Absorption Trenches. 2-50' Lona x 5' Wide,,, x 4' Effective Depth Absorption Trenches SITE PLAN SCALE 1' = 30' .MICHAEL E. ANDERSDN rf� ; No. CE -4381 ' ••����pROFESSI4N�i��� LOT 5, BLOCK 10, LAKE RIDGE TERRACE SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home 5' Wide Trench System Perc. Rate: 30 Min./Inch 1,500 Gallon STEP Tank Application Rate: .6 GPD/SF 4' Drainfield Rock Pressure Distribution System 4 Bedrooms X 150 GPD/.6 GPD/SF (Application Rate) = 1,000 SF Absorption Area 1,000 SF/5 SF/LF-.5 (Red. Factor) = 100 LF Trench Length THEREFORE: Construct 2-50' Long x 5' Wide x 4' Effective Depth Absorption Trenches at the Location Shown. Flow Line Elevation in Trench to be 2'0" Below Original Ground Surface. Total Depth to be 6' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Natural Backfill ill'.2 Geotextile Fabric 6" 1" Perforated PVC (Holes Down) 3/16" Holes @ 3' Spacing 16 per Trench 4'0" 5' Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. M-inimum 4' Separation From Groundwater. - Minimum 100' Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5, BLOCK 10, LAKE RIDGE TERRACE SUB. PERFORMED FOR: CHRIS KINNEY DATE: 9/25/2010 PROJECT No.: PARCEL ID#: TECHNICIAN: STUART G ILBERT TEST HOLE 1 OB/OG SILTY GRAVEL WITH SAND GM SLOPE N 0 SITE PLAN SEE SITE PLAN 8 WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 2% DATE OF MONITORING: 9/28/10 BOH @ 12' DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER. (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 9/25 1 3:55 9.00" 2 4:25 30 10.00" 1.00" 3 4:26 9.00" 4 4:56 30 10.00" 1.00" 5 1 4:57 9.00" 6 5:27 30 10.00" 1.00" PERCOLATION RATE: 30 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST -RUN BETWEEN: 3.0 FT. and 4.0 FT. - - COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 9/28/2010 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 5, BLOCK 10, LAKE RIDGE TERRACE SUBDIVISION GENERAL: The scope of this project includes furnishing and installing a new 1,500 gallon STEP Tank at the location shown on the Site Plan. Work also includes the construction of 2 new 50' long by 5' wide by 4' effective depth absorption trenches also shown on the Site Plan. A 1.25" PVC line must be placed between the lift station and the new absorption trenches. The distribution pipe for the trench will be placed at 2.0' below the ground surface. The total depth of the trench will be 6'. A minimum of 3' of cover must be placed atop the trench. A minimum of 4' of cover is required over the Septic Tank and Lift Station. All disturbed areas must be revegetated after construction is complete. A flow diverter valve must be installed to tie the holding tank into the system for possible future use. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. Contractor is also responsible to verify the separation distance from the well on this and adjacent lots and from surface water and streams in the area. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Development Services Department Building Safety Division On - Site Water and Wastewater Program for system installations. Owners installing their own systems must receive prior approval from the On - Site Water and Wastewater Program before beginning system installation. SEPTIC TANK/LIFT STATION INSTALLATION The 1,500 -gallon STEP Tank must be obtained from a Municipally approved septic tank manufacturer. Lot 5, Block 10, Lake Ridge Terrace Subdivision September 28, 2010 Page 2 of 4 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 5. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drain field. 6. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAIN FIELD CONSTRUCTION: 1. The drain field shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drain field rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drain field rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below the distribution line must be perforated. 5. Contractor shall verify the septic tank and drain field are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trenches to drain away. 8. A minimum 2' of accepting soil is required below the drain field rock for a 5' wide trench. All pockets of unacceptable materials must be removed and replaced. Lot 5, Block 10, Lake Ridge Terrace Subdivision September 28, 2010 Page 3 of 4 MATERIAL SPECIFICATIONS: 1. The lift station must be constructed by a municipally approved septic tank manufacturer. An Orenco 20 OSI 05 HHF-5 pump is recommended. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. FILTER SAND SPECIFICATION: 1. Material for Filter Sand must be classified as a masonry sand and meet the following gradation: 50% or More Passing the No. 4 Sieve 2% or Less Passing the No. 100 Sieve 1 % or Less Passing the No. 200 Sieve INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Lot 5, Block 10, Lake Ridge Terrace Subdivision September 28, 2010 Page 4 of 4 Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. rA.o_A coPY L Municipality of Anchorage Page 1 of Z DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW g 6 Q 1 3 I PID Number: Name: �1 A.1 Nc2�nA 1�(za.M� Wastewater System: ❑ New ❑ Upgrade Address: X4998.E P•ca `' 13cX 77z 167 Ca►v�,04 ABSORPTION FIELD Phone: 6q6-.3002 No. of Bedrooms: Z. ❑ eep Trench ❑ Shallow Trench ❑ Bed El Mound ❑ Ot r LEGAL DESCRIPTION soil Rat � Total Depth from original grad . GPD/S .Ft. Lot: Block: Subdivision: ttom Depth to pipefrom original grade: Gravel depth beneath pip 5 /0 GOIKB 0-106aE Ft. Ft. Township: - IJ h Range:. It%� N 14 Section: � Fill added above iginal grade: Ft. Gravel length: Ft. WELL: V New ❑ Upgrade Gravel width: Number oflines• Distance between lin as Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe mater' I: - %V4 365' Ft. (00 Ft. SO. Ft. Driller: DateDrill d: Static Water Level: Installer: Date' stalled: (-r1Et.A2ou� Slc,i .4/ 30 4: 10C) Ft. Yield:Pump Set at: Casing Height Above Ground: T K - - 1Z0 GPM 345 Ft. SEPARATION DISTANCES ❑ Septic ❑ Hold' g ❑ S.T.E.P. To Septic Absorption Litt HoldingPublic/Private Manufacturer: Capin gallons: From Tank Field Station Tank Sewer Lines I IA I f Material: Number ompartments:C Welh 1� iN 55» urfa a >100 LI >tod' >100/ LIFT STATION Watet IQ Line I 7.5 Size in gallons• Manufacturer: 51 Foundation.-. -61!, _IIJIA (01 It 0 "Pump;/level at: "Pump off" level at: High w I atellIarm at: Curtain N!P• 0 �a N JA N A T� Pu Make & Model Electrical Inspections performed by: Drain 1 BENCH MARK Remarks: 4. -- J* MOV'F� B'Xisrnt- s ST Er P Location and Description: oo 00012- Assumed Elevation: Assumed l00 • oo"Ft 2APt"S of N EN ^fLt� G t—yam W d 1. SOF ' R It 7 Inspections performed by: '�6'F� 4`E'_ss Dates: 1s ?h0 96 ....... .. ...... F= I Nat. G04.o ._.2nd 9 / 9 flireyA.Garners ' �� CE-77953do Department of Healt d Hu ervices approval$t�F9 cP . °°•.°,,,,°,°.••°° ��� 'or 'OROFESSO Reviewed and approved by: Date: 72-013 (Rev. 9/91) MOA 25 - - - l AS -BUILT DRAWING AC = 13.9 BC = 19 BENCHMARK IS THE FRONT DOOR THRESHOLD. BE = 84.8 WELL RADIUS STEP TANK REL❑CATI❑N: LOT 5, BK 10, LAKE RIDGE TERRACE S/D IPREPARED FOR: HAZEN & NORMA KRAMER PREPARED BY: ALASKA WATER & WASTEWATER SERVICES DATE: 9/19/96 1 DRAWN: GARNESS ( SCALE: 1` = 30' ?ADIUS ® a •en°O°• . •� a Na•�• c" effr A. Garnes ° E•7953 Z� 1 F°° F�® p 9FA _ •°•eop• o, N, �. v l,.d w�payli t+�. j G�.rrq�rkk i BrxSr+m'6o': h- AS—pra>I 4-7- 1 hereby certify that 1 have surveyed the following described property: -LO�`_ S H L OGLE_• /O L_�,nfR i Tarr � `4C _ `4,4W Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on'the premises. in question and that there are no roadways, transmission lures or other visible easements on said property except as indicated hereon. Dated at Eagle River, Alaska r this 17-7 ROBERT C. JOHNSON Registered Land Surveyor No. 880 -LS Box 458, Ua •le River, Alaska Phonp. 894.243 A %Y , o, N, �. v l,.d w�payli t+�. j G�.rrq�rkk i BrxSr+m'6o': h- AS—pra>I 4-7- 1 hereby certify that 1 have surveyed the following described property: -LO�`_ S H L OGLE_• /O L_�,nfR i Tarr � `4C _ `4,4W Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on prop- erty lying adjacent thereto encroach on'the premises. in question and that there are no roadways, transmission lures or other visible easements on said property except as indicated hereon. Dated at Eagle River, Alaska r this 17-7 ROBERT C. JOHNSON Registered Land Surveyor No. 880 -LS Box 458, Ua •le River, Alaska Phonp. 894.243 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 �1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW960131 DATE ISSUED: 6/21/96 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE: 6/21/97 OWNER NAME:KRAMER HAZEN C JR & NORMA J OWNER ADDRESS:14217 HAROLD LP EAGLE RIVER, AK 99577 PARCEL ID:05132319 LEGAL DESCRIPTION: LAKE RIDGE TERRACE BLK 10 LT 5 LOT SIZE: 26143 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. 2. 3. 4. 2 THE ATTACHED APPROVED DESIGN. 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). THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING THE FOLLOWING SPECIAL PROVISIONS. SPECIAL P. RECEIVED ISSUED BY DATE: -61Z DATE all Alaska Wateir & Wastewater 8471 Brookridge Drive — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers June 13, 1996 Municipality of Anchorage Dept. Health & Human Services Division of Environmental Services On -Site Services Section P.O Box 196650 Anchorage, Alaska 99519-6650 p Ref Well Permit, and Relocation of Septic Tank for Lot 5, Bk 10, Lake Ridge Terrace S/D. To whom it may concern: The subject lot is served by a private well & septic system. A new well was drilled recently (without a permit), and upon inspection by your department, it was determined that it was drilled too close to the S.T.E.P tank. In order to correct this problem we are proposing to move the S.T.E.P tank outside the 100 foot well radius. Attached is a site plan which shows the current configuration. The location of the drainfield is approximate (based upon septic as -built records). As you can see, there is limited room in which to move the tank, without encroaching upon the drainfield. I anticipate that the separation between the tank and field will be only about 3 feet. After moving the tank, we will provide as -built documentation, and a well log. In addition, it was assumed that moving the tank requires a sewer permit. Attached with this letter is the $320.00 permit fee. If you have any questions, please contact me at 337-6179, or on my pager at 1-800-481-1162. Thank you for your assistance. c. c. Tom Kramer Tom Kramerl.wps MUNICIPALITY Of ANCHORAGE ENVIRONMENTAL. SERVICES DWISION JUN 14 14 1996 RECEIVED r - NOTEt ALL LOTS ARE IN LAKE RIDGE TERRACE S/D. STEP TANK SHALL BE RELOCTED OUTSIDE THE 100 FOOT RADIUS OF THE NEW WELL. GIVEN SITE RESTRICTIONS, THE STEP TANK WILL BE CLOSER THAN 5 FEET FROM THE DRAINFIELD. ESTIMATED SEPARATION DISTANCE FROM THE STEP TANK TO THE DRAINFIELD WILL BE APPROXIMATELY 3 FEET. CONTRACTOR SHALL HAVE ALL WELL RADIUS', WHICH CANNOT BE DIRECTLY MEASURED, FLAGGED BY A REGISTERED LAND SURVEYOR, HOMEOWNER SHALL PROVIDE A COPY OF THE WELL LOG WITH THE STEP TANK RELOCATION AS—BUILT. STEP TANK RELOCATION, LOT 5, BK 10, LAKE RIDGE TERRACE S/D PREPARED FOR: HAZEN & NORMA KRAMER PREPARED BY: ALASKA WATER & WASTEWATER SERVICES DATE; JUNE 13, 19961 DRAWN; GARNESS I SCALE: 1` = 100' OF A • sYsi• ••u ••.o na rey A. Gar CE -7953 s• t •*•ea°••HpO°• ��� �l °�OFESSI�N�� Pu i nrt o m,WELL SEPTIC PVT 4 SEPTIC NOTEt ALL LOTS ARE IN LAKE RIDGE TERRACE S/D. STEP TANK SHALL BE RELOCTED OUTSIDE THE 100 FOOT RADIUS OF THE NEW WELL. GIVEN SITE RESTRICTIONS, THE STEP TANK WILL BE CLOSER THAN 5 FEET FROM THE DRAINFIELD. ESTIMATED SEPARATION DISTANCE FROM THE STEP TANK TO THE DRAINFIELD WILL BE APPROXIMATELY 3 FEET. CONTRACTOR SHALL HAVE ALL WELL RADIUS', WHICH CANNOT BE DIRECTLY MEASURED, FLAGGED BY A REGISTERED LAND SURVEYOR, HOMEOWNER SHALL PROVIDE A COPY OF THE WELL LOG WITH THE STEP TANK RELOCATION AS—BUILT. STEP TANK RELOCATION, LOT 5, BK 10, LAKE RIDGE TERRACE S/D PREPARED FOR: HAZEN & NORMA KRAMER PREPARED BY: ALASKA WATER & WASTEWATER SERVICES DATE; JUNE 13, 19961 DRAWN; GARNESS I SCALE: 1` = 100' OF A • sYsi• ••u ••.o na rey A. Gar CE -7953 s• t •*•ea°••HpO°• ��� �l °�OFESSI�N�� STEP TANK RELOCATI❑N; L❑T 5, BK 10, LAKE RIDGE TERRACE S/D IPREPARED FOR! HAZEN & N❑RMA KRAMER PREPARED BYi ALASKA WATER & WASTEWATER SERVICES DATE1 JUNE 13, 19961 DRAWN. GARNESS I SCALE. 1' = 30' Op--A� ADIUS an °9 a oaoa e•o o°°° •Oe• iJ • i � e f ey A. Garness CE -7953 �o ��@�•p80FESS0 ®%Nm. � PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM PERMIT PERMIT NUMBER:SW960132 DATE ISSUED: 6/21/96 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE: 6/21/97 OWNER NAME:KRAMER HAZEN C JR & NORMA J OWNER ADDRESS:14217 HAROLD LP EAGLE, RIVER, AK 99577 PARCEL ID:05132319 LEGAL DESCRIPTION: LAKE RIDGE TERRACE BLK 10 LT 5 LOT SIZE: 26143 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. 2. 3. 4. 5. THE ATTACHED APPROVED DESIGN. 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). THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PR RECEIVED B ISSUED BY: DATE 2� DATE: - C 7 f 'o e� 3L. i VY �� C2> a p� t � 3 Yi _. F � 3L. i VY �� 4�1 Cb Fy 0 !1 •SSS /'. %..7�° .- � 001 6T—CFE—TSO I EAGLE RIVER ENGINEERING SERVICES INC. P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694.5195 JOB to ys L- _ i+ /a .Lu /f, lera�(� n'[( SHEET NO.OF CALCULATED BY—Z?" DATE --7-/-f CHECKED BY DATE- All- T ATE_All-T bUALt ALL SbilNO TIES ARE IN FEET G = CLEAHOUT 0 = MONITOR TUBE N.T. S. TF1NM: W/ -LIFT STKION J A 77 '- 73.8 � 63.5 i �.r` 30 i 1 1 � 61 4 E' Com•. li 13 13 57.9 'N �_-'may •�•'` ~ "T S. ��.,� / y`.�ti \ t. I HOUSE_ L° C se"ns:a..e+....e geesws«•:.. .'C: ............q. �19Y «GJ P� c Louis A. Butero w� CE 6736 .'V'� > LOT 3, BLOCK 10, LAKERIOGE TERRACE SEPTIC BED LAYOUT N.T.S. 3`. 5' TO PROP. LINE *NOTES: Required bed area = 2 x 177 x 1,5 = 531 Sq. ft If soil under tank location is fill or drainfield, the material under tank location is to be removed to a depth of 4' below tank and replaced with 4' of 95% compacted NSF AW material. A 1 P.,,....... If *� 49YH •• I sot....... 40......:.:. 00 0-yti Louis A.9utera HiQ s, ., CE b736 o�pROFESSIONP,�+�� 7=-13? —1?6 ,f R • I 0 a. q /0� 8 ,, / ivy ASB"U'al t a OF A44.ti, It is the responsibility of the owner to. -determine `; jam" -gad oa,un9;!� the existence- of any easements, covenants, or re- 6 Sr'•. 15 N` stri cti ons which do not appear on,: the' rPcorde�i sub N11,';Q�afQpRUFESso•+rLa;..� division plat. Under no circumstances. should any kq>�,��o•�+ data hereon be used for construction or for estab;- • NOT F_ lish"ing boundary or fence lines, The surveyor ta(SB SH V THE RCCORDE�TPILAT THAN ARE HOT -responsibility for the initial transaction only. SHOWN HEREON. YO'^:S`OCK /O' DRASS CAP NOt1iIM[/1T . �_..-_.._.... ; . O• IROA PIP[ -r•1�,o9cc - Sun % ( PLAT NO. J ' • A[8AR PROP COR -FOU ANCHORAGE RECORDING DISTRICT--- EPARiEM sY: DOWLING & ASSOCIATES 1426 -H,yder -Street ' . - . ANCHORAGE, ALASKA 99501 • 1 N {TE: 8Y: SCALE: Jtr, O WO�DEv/ FIELD 8OOK: • GRID, In/SS✓a n JA) 1- -- .� - uo N GO Cd O L% ci 14 P=i 4-i rA rl- Cl co m ID WO QE 'x O O i; i E 0 4J 4-1 0 10 0 4J 144 ole U: 0 Nc LC 44 w >: rn at C> W F w 1-4 0 i; E 0 4J 4-1 0 10 0 4J 144 Municipality of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report SW q7Q (�3 PID Number:'r 3Z3— 19 Permit Number: Name: Ta I" 1 Wastewater System: ❑ New ❑ Upgrade Address: P• 1 90Y -7-72A7 #K• gg57% ABSORPTION FIELD Phone: co Z No. of Bedrooms: ❑DeepTre ❑Shallow Trench ❑Bed ❑Mound Other LEGAL DESCRIPTION Soil Rating: Total Depth fromor' nal grade: /S . Ft. Lot: Block: Subdivis on: b� r D pth to pipe bottom from original gr' Gravel d beneath pipe 5 !Q La ICS RI D Ft. Ft. Township: Range: Section: Fill added above original grade: Ilength: -_ t, Ft. 1..° ElNew ❑ Upgrade Gravel width: Number of li Distance between lines: Ft. Ft. Classification te, A,B,C): _ Total Depth: o: Total absorption a: Pipe material: t. Ft. SC. F[. Driller: ate Drilled: Static Water Level: Install Date installed: Ft. Yield: Pump Set at:Ing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES O Septic t4Holding ❑ S.T.E.P. To Septic Absorption Lift Holdingublic/Private Manufac^ture`r: 1/ -�n�IL. Capacity in gallons: From Tank Field Tank Sewer Lines fGN' (70� Well' N I� fj/A 1/Station /v A• 9ZI t 667± Material: � Number of C{mpartments: Surface Ico'a- too'* LIFT STATION Water Lotr 23.5; Size in gallons: acturer: Line IS -5; Foundation "Pump on" level at: "Pum ev High water alarm at: 45.5't Curtain LQ 1} Pump Make 8 Electrical Inspections performed by: Drain BENCH MARK Remarks: SotI�S WFJLE vrJSu1'l��l�- Location and Description: Fo2 la.ST4-w4�-`T'01-) oF— FiLa�T Door. rr �Slto�.D c(� �3oz-r- + Lmss y sF. OB IS FV Assumed Elevation: X00 • bo Ap��V Ff2aM �irt �2oSS -To lrJ SI L► E..~� F �Iy ttB SS uiee ••• s•o••• ^•a°eO Inspections performed by:Dates: 1s ore �+ 6 2nd_!Z �� ,9;ti • • •° •s• °. ��pw e e A. Garners i� Ft N� �oGs •; � jT•.•• ti E-7953 0•.,� Department of Health and Human Services approval �� F9 .o,,• •..•••.•4\� �. Reviewed and approved by: 170' ate:�4%Oiw�aS.®`�' 72-013 (Rev. 9/91) MOA 25 SW970143 AS -BUILT DRAW G PPROPERTY LINE UTILITY EASEM T OLD WELL ' o THE WELL RADIUS' SHOW ARE 75 FEET, a z ELL — r cyw o A' J 0 D a EXISTING 4' PROPERTY LINE BENCHMARK IS THE FRONT DOOR THRESHOLD, ASSUMED ELEVATION = 100.00 HOUSE C/O LINE ---45 ELBOWS AC = 75.75 BC = 48.75 AD = 80,75 BD = 49 AE = 85,5 BE = 50 INV. AT TANK = 91.57 TOP TANK = 92.05 GROUND = 98,35 COVER = 6.3 FEET PID#i 051-323-19 w z r f - w w a 0 o! a GALLON HOLDING TANK STEP TANK REL❑CATION: LOT 5, BK 10, LAKE RIDGE TERRACE S/D PREPARED FOR: HAZEN & NORMA KRAMER PREPARED BY: ALASKA WATER & WASTEWATER SERVICES DATE: 8/25/97 DRAWN: GARNESS SCALE+ 1' = 30' CFJ--7953 RECEIVED AUG 2 6 1997 Municipality of Anchorage Dept. Health & Human Services w W W W H U ' � 4J: Wi o; az o C): ai "+ii ii i 6 'j! ° ri Xi : O . O . O : O O O O O O O O O 4-4: '0. Lrt M; � OY > W: 3 • i W ((ss>�� 3 a w a a x oc a a a a a a a a a ® G w w w w w w w w w w w Z v w N 4J N Z U) _i ¢ ^ 3 CO 3 �: 42 NiU; >: O: Ni U. OI 0�� w : /Rob E ani roi 0: ozx V: Ui U; U W LL o Fi 0. �i o: Ca. o: i u; a ® ° •� �: of N: ai S•: Q'' i.k 4 Ni ' vi vE Ui rot �i Ni bi vE rii m� o I.�i roi mi U w �i cE >: cs pi o; v# ni Wi o: ar is E i U: .- .ai w: ' Ni U qO IZi e .-•i: x rn 0i 0 E oq Cd \o: o E E (0: PQ: �; :' E of Mi o M: C -n M Ln:: tni tni vE .a 1.; pdi i ni Oi s Oi Cc m: U'Y V i �O: �O: r+i r -r, N: N: M poi � i i c i .`• i i t~ Ni O O O O O O O O O O O T G1: 4x2 Y CO: o: fA. LrY Z O ? i r,i Oi Mi C>Lni M. Mi M: tni vi Lf'i x to p i cY} to In: "O: �O: .ri is N: a 0) 00 W O h rn y W O O O O O O a w a i i w o a w x w x w a w a w a w O a a a O a O pG Z ..a w w p w w w w Is. 3 A a Q z RECEIVED AUG 2 6 1997 Municipality of Anchorage Dept. Health & Human Services AT --r f,i lL�I Alaska Water & Wastewater 8471 Brookridge Drive — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers 4 July 10, 1997 Tom & Norma Kramer F.O. Box 772167 Eagle River, Alaska 99577 Ref: Well Test for Lot 5, Bk 10, bake Ridge Terrace S/D Dear Tom & Norma: Per your request, an adequacy test was performed on the well serving the subject property. The well tested (there are two wells on the lot) was the one located just north .of the garage. The results of the test are summarized as follows: Time (minutes) Water Level BTO: Total Gallons Pumped 0 56 feet 0 S�� 10 62 22 A��� Q'�PAr>S 20 62 42 increased flow rate 30 63 69 -increased low -rate 60 69 168 71 83 210 -switched fromacousticwell sounder to manual unit getting erratic readings from acoustic unit. 90 107 291 98 112 322 reduced flow rate 110 115?c>.s*a6, 358 p = 383 6at_"rJS 257 = 147 131 6,,,,' 741 It can be seen that when the flow rate was.maintained.at 2.1 gallons/minute .(from 1=0 to 1=20), the water level in the well remained stable. From t=20 to t=257, the average flow rate was 2.94 gallons/minute, and the water level gradually dropped from 62. feet to 131 feet. Given this_data, it can be seen that the well production is somewhere between 2.1 gpm and 2.9 gpm, which exceeds the M.O.A requirements for a 3 bedroom house (.31 gallons per. minute is.M.O.A minimum). if you have any questions, please contact me at 337-6179, or on my pager at 1-800-481-1162. Thank you for your business. Sincerely, Je e . Garness, P.E., M.S. Principal 11(14- eDp MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 hold 1'1_5 fio- k t'Avi. S=p 91 14147 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970143 DATE ISSUED: 6/19/97 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE: 6/19/98 OWNER NAME:KRAMER HAZEN C JR & NORMA J OWNER ADDRESS:P.O. BOX 772167 EAGLE RIVER, AK. 99577 PARCEL ID:05132319 LEGAL DESCRIPTION: LAKE RIDGE TERRACE BLK 10 LT 5 LOT SIZE: 20143 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DURING CONSTRUCTION, VERIFY ACCEPTING SOIL STRATA AND SUBMIT DOCUMENTATION WITH ASBUILT. RECEIVED BY: ISSUED BY 1< G I v� o/l-v, DATE: blo 721/co;/ 7 DATE: (_ Z� b w MUNICIPALITY OF ANCHORAGE Alaska Water & Wastewater ENVIRONMENTAL SERVICES DIVISION ON 04-1997 8471 Brookridge Drive — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 RECEIVED Consulting Engineers June 2, 1997 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Sewer Upgrade for Lot 5, Bk 10, Lake Ridge Terrace S/D. To whom it may concern: O� AAzp ®fig � ° a° 407 g ®0 fl 8 e 0 80660° eC p° !(I B 0 p0°ep° °OB 000 iZ M .c Je r y A. Garners y 1��° G-7953 NO .6 69°°p ter• C,`O Up®6t`� " FESSk The existing 2 bedroom house is served by a private well (two), and septic system. The existing drainfield will not pass an adequacy test at this time, and must be upgraded prior to the sale of the house. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: There are a number of site restrictions which limit the available spots to put the new drainfield. • There are numerous wells in the area, and the protective radius's encroach upon most of the lot. • Per the design package submitted in 1986 (Lou Butera, P.E.), the only suitable soils are in the location of the existing bed. It is assumed that the soils south of the bed were found to be unsuitable (1986) otherwise they would have increased the drainfield size so as to provide a 3 bedroom system. The existing bed is only sized for 2 bedrooms. Given these restrictions, it appears that the only suitable site for the septic upgrade is directly over the existing bed site. The intent is to excavate out the contaminated soils and replace them with imported sand. The contaminated soils will be disinfected with chlorine and buried onsite. The soil excavated from the disposal pit may need to be hauled away. Because of the space constraints, I am proposing to install a bottomless, Intermittent Sand Filter (ISF), which will meet the requirements for a 3 bedroom system. -7-0 - 6V 2-76`7 ('57 -2-1(e) 2. SOILS: A soils test was done at the proposed site in 1986 by Eagle River Engineering Services (Lou Butera, P.E.). According to the log (copy attached), the soil, to a depth of 10 feet, is classified as a silty gravel (GM) and silt (ML). A percolation test was run at a depth of 4.5' to 5.0' and indicated an absorption rate of 12 min/inch. Groundwater was encountered at a depth of 8 feet (after 7 days monitoring). 3. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 12 minutes/inch b. Allowable Application Rate for BSF: 2 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 ft2 f. Effective Depth: 3 inches below pipe invert per Orenco design g. Width: 18 feet h. Length: 20 feet. i. Effective absorption area = 360 ft2 (>225 ft2 OK) j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: Central Paving Products "Winter Road Sand" m. Pea Gravel (washed): 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve and less than 1% passing the #8 sieve. We are proposing to excavate down to a maximum depth of 6 feet (ideally only 5 feet), place 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use the existing 1250 gallon lift station (Anchorage Tank), equipped with a programmable timer, so that flow can be intermittently dosed to the ISY 4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 5. TOPOGRAPHY: The lot is generally flat except for a small cutbank starting at the west property line, and dropping down to the road (Harold Loop). The existing bed has been located on this cutbank for 11 years without any apparent problems. Even with the bed operating in a surcharged condition, there is no sign of daylighting. The new Bottomless ISF will be located further from the cutbank then the existing bed. In short, the upgrade will only be an improvement over the existing condition. 6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). 7. CLOSING: Given the site restriction, and the soil/groundwater conditions, I think the bottomless ISF is the most viable option for this lot. I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or on my digital pager at 1-800-481-1162. Thank you for your assistance. LOT 2, BK 10J LOT 3, BK 10 VACANT i VACANT WELL WELL N BOTTOMLESS F SE /• LOT 4, DK 10 L) PVT. WELL & t- a SEPTIC H ¢ LOT 6, 10 WELL PVT. S HAROLD LOOP ROAD LOCATION APPROX, EXIS ING 1 0 GALLON STEP TANK NOTE- ALL LOTS ARE IN LAKE RIDGE TERRACE S/D. THIS IS NOT A SURVEY, THE LOCATION OF ALL WELLS, STRUCTURES, AND SEPTIC SYSTEMS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL SEPARATION DISTANCES DURING CONSTRUCTION. GENERAL LOCATION OF SEPTIC ON ADJACENT LOT, SEPTIC SYSTEM UPGRADEi LUT 5, BK 10, LAKE RIDGE TERRACE S/D .................. PREPARED FUR; HAZEN & NORMA KRAMER Q.... . . O r.y A. ss:..... p PREPARED BY+ ALASKA WATER & WASTEWATER SERVICES O4°sus E-7953 DATE; JUNE 2, 1997 DRAWN; GARNESS SCALE; 1" = 100' ��00Pro fessiot, 'qL LOT 9. BK 9 PVT. WELL &SEPTIC NOTE- ALL LOTS ARE IN LAKE RIDGE TERRACE S/D. THIS IS NOT A SURVEY, THE LOCATION OF ALL WELLS, STRUCTURES, AND SEPTIC SYSTEMS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL SEPARATION DISTANCES DURING CONSTRUCTION. GENERAL LOCATION OF SEPTIC ON ADJACENT LOT, SEPTIC SYSTEM UPGRADEi LUT 5, BK 10, LAKE RIDGE TERRACE S/D .................. PREPARED FUR; HAZEN & NORMA KRAMER Q.... . . O r.y A. ss:..... p PREPARED BY+ ALASKA WATER & WASTEWATER SERVICES O4°sus E-7953 DATE; JUNE 2, 1997 DRAWN; GARNESS SCALE; 1" = 100' ��00Pro fessiot, BENCHMARK IS THE FRONT DOOR THRESHOLD. ASSUMED ELEVATION = 100.00 NOTE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL WELL RADIUS'S, PROPERTY LINES, AND THE UTILITY EASMENTS, AND ENSURE THE MINIMUM SEPARATION DISTANCES ARE MAINTAINED. PPROPERTY LINE UTILITY EASEMENT OLD WELL AIR COMPRE SDR. CONTRAC OR SHALL COOR INATE LOCATIO IN rHOUSE WITH OMEOWNER. z WF \HOUSE J .D. AIR LINE. SEE TE ON THIS PAGE, a CSO NEW H0T10MLESS ISF EXISTING 4' GRAVITY z I w J S E ➢ETA r D G. o � w C/O °L 0 a GENERAL LOCATION - OF LOU BUTERA, P.E. TH. WATER P S' ON .PROPERTY LIN 7/18/86. x-1.25 INCH PVC EXISTING 1250 GALLON STEP TANK. REPLACE VAPPROX. FLOAT ASSEMBLY, AND CONTROL PANEL WITH PERI TER COMPONENTS AS NECESSARY TO PROVIDE INTERMIT- OF THE EXISTI BED. ENT DOSING FOR ISF SYSTEM. NOTE, THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTIRES, MODEL 5070, AS SUPPLIED BY ANCHORAGE TANK. THE AIR LINE SHALL BE 1/2 INCH DIA. SCH. 40 PVC, INSULATED �p0�0QOO opp4 WITH 1/2 INCH FOAM PIPE WRAP (R3 VALUE), INSIDE A 2 INCH SCH. 40 PVC JACKET.���. THE LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET. OF At '- '' •.5�44�d STEP TANK REL❑CATI❑N: LOT 5, BK 10, LAKE RIDGE TERRACE S/D *fie.: .... ........:.... l� OFF* PREPARED FOR: HAZEN & NORMA KRAMER ..... ... A. Go ss: OQ�®v�s PREPARED BY, ALASKA WATER & WASTEWATER SERVICES - —7953 Ogre,c ''••...... �ood4 DATE: 9/19/96 DRAWN: GARNESS SCALE+ V = 30' �p�O f8s810d4� 18' x 20' BOTTOMLESS ISF NO LINER ON BOTTOM, 1.25 INCH PVC N❑TEi DIMENSI❑NS OF ISF HEADER. MAY BE CHANGED TO -_-z MEET LATEST DESIGN PVC AIR LINE T❑ BY ❑RENC❑ & ANCHORAGE SAND FILTER • i I TANK, 1.25 INCH PVC LINE FROM THE I I STEP TANK. f—P AIR LINE C❑IL SPACED AT APPPROX 2 FEET, ❑RENC❑ 'WASTEFL❑W' TYPE PROVIDED BY ANCHORAGE TANK. — • 4 INCH DIA. MONITORING TUBE AT EACH CORNER. - SLOTTED 4' SOLID PIPE —FLUSHING VALVE (TYP). INSTALL PER THE 'ORENCO' DETAILS PRESSURE DISTRIBUTI❑N SYSTEM SHALL BE PER ❑RENC❑ DESIGN, AND SUPPLIED BY ANCHORAGE TANK, EXCAVATE BELOW BOTTOM OF EXISITING BED AS REQUIRED TO REMOVE THE CONTAMINATED S❑ILS. ANTICIPATED EXCAVATTION DEPTH = 5-6 FEET, PR❑VIDE 2' OF RIGID INSULATI❑N F413 RSC.. JN®SIL. INSu�6i 70iJ FINAL GRADE - 2' COVER MIN. 6 ' LAYER OF 3/8' PEA GRAVEL WITH THE PVC LATERALS BURIED MIDWAY IN THE STRATUM. ORIGINAL GRADE AIR LINE SHALL BE 18' BELOW THE TOP OF SAND. 2 FEET MIN. OF FILTER SAND, SAND SHALL BE CENTRAL PAVING PRODUCTS 'WINTER RDA SAND', OR APPROVED EQUAL. BOTTOMLESS INTERMITTENT SAND FILTER DETAIL SEPTIC SYSTEM UPGRADE : LOT 5, BK 10, LAKE RIDGE TERRACE PREPARED FDR: TDM KRAMER PREPARED BY: ALASKA WATER & WASTEWATER DATEi 6/2/97 1 DRAWN: GARNESS I SCALE: NTS FA 3 A. Ga%yness; C —7953 y` 'ro f es si0000� ,i - Y ,'t b•.'E�' k,9DL•= i` t �1"vji EAGLE RIVER ENGINEERING SERVICES Lou lkrtera PiFN bt F Lag1e R(ver. Alaska: '. s °" R`.TelepNont(yo)1641..5114 . July 18, 1986 r'. Steve Morris Municipality or Anchorage Civil Fngincer, On-site Services +S P.O. Box 19Gfi50 't Anchorage, Ala im slcn 99519 'L z i REP: Lot. 5, Block 10, Lakeridge Terrace ; Dear Mr. Morris, On behalf of our client, Thomas Kramer, we are applying for A permit for septic system upgrade for a two bedroom systetn+z r. The existing leoc•.hfield, a log crib seepage Pitt has completely;;, s failed, having no surge capacity. The test hole eXcavated for the neW y, lenchficld has shown the water table`:to beat 8 ;below the land s{kyfj surface. The existing septic system is therefore almost enLirglq F)�%- t, within the water table at this location; It will be abandoned.A4xA'neu; lenchficld will require an elevated bed type absorption. system} mekiii uRQ of a lift st.ntion. The existing septic tank, In withinfthe'riGO! u wel us 111id a new tank will be In toide tho boll rnc(LUa� h r��o�rnttag e tan The plrigement oY t�tArnQ i eachfield-71 requ re wo vat anees o note diatanoer f e Ifti�t(C+ i seepage pit to replacement` area'minimum':of 6':aeparatLon and., 2r replacement arca to front lot`.line•minimuldof'by�aepsraiion$ hhes variances arc required due to the-proximitq of,--neighborin9,'W ils un 1 septic systmns, and should not cause a problem with.tb6 'oration of the septic system, The nren to the south and east of -the re lace nein area contains fill to a de th o +61n d erefore-ALB'`exol da ro - x design nren. a remaining available area `islonl ':auffieieand' 1P A 2` bedroom design. A 3 bedroon. se tie tank will`be lnatalled;n U construction or CEO leachfield, t o fill area will be exp ore ti110 r'd de , 4 uses c as a sept c a sore o are }, �sorp ton rate to a 3 bedroom ca acit we aslc tn&tyou approve ours site pan as drawn nn issue n 2 bedroom permit:at thie'time� ` a° .. .S Ii'fiSAilizYf �;jC7x f�gSFi� If there are any questionar or itladditionai information; b. required, please feel free to contact me at 694-5195s L4 " t Sincerely, Lou Dutera, P.E. p =zi Encl: Soil log Site plan SFtr%; t Z {3 �yR ;1i 10 In °-t 3 , �{{ v fi ........... 5 Fe 4x a ti s 1 r • 1 � 1 1 r 1 It � .3 Ar $t 4Axt.tF �U y. C' • �xx t}.' 3i �.1. T EAc;LE RIVER ENGINEERING SERVICES p.0. BOX 773294 y EAGLE RIVER, ALASKA 99577 694-5195 SPEf:IFIGAt ION:, FOR ON-SITE SEPTIC SYSTEM �'' .; ri�fi rd°� f£ f LEGAL: Lot 5, Plock 10, LAk Ridge Terrace ` A. GENERAL ' 1. The drawing and or site plan shall be a carr, of thia.S'peoifioatibtl All materials antl workmanship shall meet the requirements Of the Anchorage Department of Health and State D E C.. i 3. A11 ,oil tests are advisory to the design and are to;;be�n M verified or modified in the field by the engin@er. 4 All excavation=. and depths are advisory and are to be Verif,-ied oY, modified v, the field by the contractor to meet HOA, D,£.Cstequit� ments. �,+<< 5. 1t I- the responsib11i1,Y of the owner t0 obtain all n@oessary r permi t.- of to and to locate any adjacent multi-family r, it, i always re,.,nmmended that a surveyor loc8te the nearest, lot pos) Lion And Lhn Ior., 1.1 nn of any easements. B. DRAINFIELD 1, The exi-Lin�1 tank 1,i. to t,e abandoned by caving.in and the now. tan4 be -et At 16n' di r.La nee trOm the well location. t. The bottom of the bed -hall be level, plus or minus The total depth of the e cavation is not to exceed 4' if-'fill -3t' 11 is.. encountered, the fill may be excavat@d t0 a d@ th O} ! and replaced wt t.h ? of sand (SP) to a tota - ept Of 4 then 6": septic gravel before the per orated leach i a.. d_. 3 The lift station is to be a Municipal preapproved package lift Ar station and Lank r:nmbination with 1250 gallon CapaOity. 4, Lift. station eleotrlcAJ installation shall meet Anchorage code re' q•.ri cement'., NEMA 4 And be wired by a lio. electrical contractor.. S. The pressure sewer- line shall be 1.�5 diameterandbe..buried tY. depth of S' from the lift station to, the bed.,aroa and be seoured.x' against thrust forces. 6. The liftstation pump should be sized to deliver, 10 gpm at, 101,-f del head. 7. The high level t.larm chill be located_in5ide the hOU90 e. Soil orcombination of soil and extruded board insulationjo Ade! of 4' or equivalent is to be placed over the.tranoh. - ,2 9. The area ove: the trench is to be finished,grad@d to prevdnG40611d of stn'fa.::e water runoff. `' 10 h; To idr> eof Chn Che mun,ied cover Shall be of impermeable material And ^.hr:11 be planted pill-!i grass cover. lir The ':•3p Lie tank and leachf field must not be .closer, than 100�'f0@tat.C' any exiatin9 Private 4,011, 150' to any 200rf6e_ to any communl tY well . trF1Ct BED DIMENSIONS d 3 OED TOTAL DEPTH PED WIDTH- SEE ITF PLAN BED LENGTH= SEE SITE PLAN r 'i sr-, TOTAL SURFACE AREA= 516 Se. FT. ( /EL DEPTH- 1' l s � it .40 NO AJII D 00 OF -At It Lewis IV" Un *septic plan qri�Y %roe• ... ..M'•A 42 QOFESSO 7- a 7 -S g Nis ASO, 0 I I 'he owner to.determin(li Itis th2 t covenants, cr re he existence of striations which d3 not -'­pcar on'the' rP.coHed'Svb-- division plat. Under no circumstances should any data- he.-eon;be used for construction, 'or for estab-' j40TF'-­ fence lines. The surveyor takP!; �E�ASm IJT3 OF C R040 lisHihq boundary or smown ON THE ROE PI .r2spon.i5i1ity for the initialtransact(on . only. snowff 1000N, .. ., A, '. I . . rs Ar Py LOT' 5- SLOC,;yo rite Cox 7� X, 5U 0 X 1_4�t7qRj D c� 5 LAT M�J , 0 - ot I A3 ANCHORAGE RE DISTRICT Ims TA REPARIED"BY: D0111LINU j-AS-I..-CIATES- NCH6 AGE AS .1426 Ader-Strec' KA, "D A ALWOR On ER: ATE' T'P) I SCALE: l'+: �sAz� FT I MUNICIPALITY OF ANCHORAGE DE'- 'ITMENT OF HEALTH AND HUMAN SEF 'S Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON—SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NameDISTANCES _ ` 0e-,-, lo�'t '—q Capacity in gallons AI✓G H .q W,0,'- Material TO FROM SEPTIC TANK ABSORPTION FIELD WELL Address Po /3 7 7 ., i G 7 1-�s_ Ze 1,p, GJ/r 5 5s"7� WELL 117 original grade i FT 3 FT Phone(s) Permit No No of Bedrooms LOT LINE Gravel -length 3S Xy FT Gravel width �jer( �� ollz = /2r16' FT Total absorption area LEGAL DESCRIPTION Lot _ Block /D Subdivision / q e_r,ef ee.r �Ge FOUNDATION S-� 3S / 30� Township, Range, Section j _5 %✓ ,� /n/ .52 e- AS -BUILT DIAGRAM driveway, water bodies, (Show location of well, etc.) septic system, property Imes, foundation, TANKS PRIVATE ❑ OTHER (Identifv) Classification (A,B,C) Total Depth Cased to fsrr✓Gr6- 7/ / FT 7/ FT Installer Date Installed: /?ko/re- ® SEPTIC +✓1 ¢ S tvtrEl HOLDING Manufacturer Capacity in gallons AI✓G H .q W,0,'- c I S__D Material No. of Compartments / S fee- / TYPE OF SYSTEM []TRENCH ( BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from Total depth from original grade original grade i FT 3 FT Fill added above original grade Gravel depth beneath pipe //1_ FT 455'�FT Gravel -length 3S Xy FT Gravel width �jer( �� ollz = /2r16' FT Total absorption area I Distance between lines s31-1 SO FT FT Number of lines Soil rating Pipe material /77 SO FT AS15 > 3v ?t/ f= _Jr -/U Installer Date installed / WELLS PRIVATE ❑ OTHER (Identifv) Classification (A,B,C) Total Depth Cased to fsrr✓Gr6- 7/ / FT 7/ FT Installer Date Installed: /?ko/re- yon, 1 f5 7/ REMARKS: C % rS f-, :v5 S'e�" 1,c- Tom. n: K jJ rc�Cr� L!{a s.�tfon[c( 's 144y over 1 rr wide SE�j u. � He49 14. .e dr✓ /,7 C7- 1 1 In_�nea C;t� } Le I I ,aoI, I I I I I I I j Scale: by �t>ICY,{�JF1FH'S.EAL Inspect i7).� gNIVFmn�lSeE'ring ServiC@S ���ayy P_--O.--Bm 773294 Date: Eagle River, AK 99577 X�Vr 694-5195 �DOCOD c ouua neruv6ap0 coe meso i3 tS i c � � ea eooao'p Ese'�l��e. � ao certify that this inspection was performed according to all i 't K� Louts X Butera v 9��/�� (3 i� CC 6736 v Municipal and Slate guidelines in effect on this da � ,e = r., f!r _ ¢ %` °oc: ao ooc eo � .}mss pROFE�SI���P,� Date: Health Department Approval: I certiQ that: I 1. I am Familiar with the requirements for on~site sewers and wells as set forth by the Municipality of Anchorage (MO(h) and the State of Alaska, it. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot^ IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES' THEN (101 AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS�BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED DATE: -or ^^ APPLICANT: HAZEj D NORMA ��RAMER / ISSUED BY ��` DATE: � C2n_� c:,7C ���� /'S �f2 � � � � � c7m - 114 z- 5,/ '�o'V V ' 00,01%sm-����, �AA�u^zC � 6 - PRO F1 4-E ~P4mF/4-E -- -- �� -- -�- to �F C- E��� 1-1 U In! 1: Ell X A L. :I: -N- AW 121 1=7 got ������eat M FEZ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ' 825 L STREET, ANCHORAGE, AK 99501 264-4720 CHM_~W 11 ~V W Es! K Um M IR Fly FEZ ITCH -1 1: -1, PERMIT NO: 86O27O UPGRADEt= DA!E:: I'3"SED L1: O 6/ E} We, AF`PL'lCAN l |-|AZEN AND NORMA KRAMER ADDRESS: P.O. BOX 772167 EAGLE RIVER, Al::: 99577 CONTACT PHONE: 263~3247 LEGAL DESCRIP: SUBDIVISION: LAKE RlDGE TERRACE LOT: 5 BLOCK: 10 SECTION: 36 TOWNSHIP: 15N RANGE: 2W LOT SIZE: 22500 (SQ.FT" OR ACRES) I certiQ that: I 1. I am Familiar with the requirements for on~site sewers and wells as set forth by the Municipality of Anchorage (MO(h) and the State of Alaska, it. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot^ IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES' THEN (101 AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS�BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED DATE: -or ^^ APPLICANT: HAZEj D NORMA ��RAMER / ISSUED BY ��` DATE: � C2n_� c:,7C ���� /'S �f2 � � � � � c7m - 114 z- 5,/ '�o'V V ' 00,01%sm-����, �AA�u^zC � 6 - PRO F1 4-E ~P4mF/4-E -- -- �� -- -�- to �F C- E��� SOILS LOG MUNICIPALITY OF ANCHORAGE �(y s DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION i PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: ���' �'r P ' y��'G DATE PERFORMED: % y �6 LEGAL DESCRIPTION: c / S /V fe �t� Jec 36 - SLOPE SITE PLAN ( E ) 1 2 3- 4-.\ 5- 7- 8 78 a 9 11 12 13 F 14 c 15 Grbc° `` �✓ i i;zu OD" w _ y; �- o aao u✓ 16 Louis A. Butera ` :9 t 17- 19 7 19 r� WAS GROUND WATER S ENCOUNTERED? y2 -f L 0 P IF YES, AT WHAT E DEPTH? g 7 C/u:y S. Reading Date Gross Time Net Time Depth to - Water Net Drop SJR K is sf {� ✓.N -3) /b/6 c2fl /3 PERCOLATION RATE /a (minutes/inch) /77 40' e� TEST RUN BETWEEN Z. FT AND - FT Eagle River Engineering ServicBs PERFORMED BY: CERTIFIED BY: A 9. 190M 773294 E2gle River, AK 99577 a.. C.e� DATE: 4z, � *septic plan only` I Y.10 OF Q. 4 off I t q 4,p to IM Iq C 10 CV4,C 4vL. A --f-, 0 the owner to.,determina rarl. DowlIng It .is the res Pons 41� the existence of any covenants, cr re— 156 6 appear the' rpco�ded'sub­-' ..4 1�6, oafs.. oo' strictions which do -not orl division plat. Under no circumstances should any datalerembe used for constpuction-or for estab;.- j NdTF- t' cohb:"6T4R TAN THOSE' lishihg boundary or "fence lines. The s-urveyor talfPS A S'OF RE SHOWN2 NTON THE REcoRbio PLAT; HARE NOT transaction Only. 'res Pons's b1l ity for the initial t SHOWN HMEON-_". lf LEGEND LO• /0 LOCK 2> <. 15- _72" PLAT Nol� 0 0 'REBAR PRORCOR'M4. ANCHORAGE R 4. `D" -!G DISTRICT [I tija '9k-TXCK ECOr, iii BY. ",'­1AFES;, REPARIED D)KING a- AS,.��, .1426 -Hyder -Strect' n ATP aNr%Hr)'PArF. ALASKA- '?99501 VISI N X1F1 r) F300K . GRID: LOT 5, BLOCK 10, LAKERIDGE TERRACE SEPTIC BED LAYOUT N.M. 35 #NOTES: 5' TO PROP. LINE Required bed area = 2 x 177 x 1.5 = 531 Sq. ft ON If soil under tank: location is fill or drainfield, the material under tank, location is to be removed to a depth of 4' below tank, and replaced with 4' of 95% compacted NSF material. .v i o407" P000Oe0000 000 ��eoeei •� 0 �a a•ae�og aso.ueoo ws o •� %�c.2 �•-8 �j ®® Louis A. Butera W CE -G36 @� �� ��'°R0FE5Sl�NPd�►�av EAGLE RIVER ENGINEERING SERVICES P.O. BOX 77:3294 EAGLE RIVER, ALASKA 99577 694-5195 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL. Lot 5, Block 10, Lake Ridge Terrace A. GENERAL 1, The drawing and or site plan shall be a part of this specification. 2. All materials and workmanship shall meet the requirements of the Anchorage Department of Health and State D.E.C.. 3. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 4 All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet MOA, D.E.0 require- ments. S. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi --family wells. 6. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The existing tank is to be abandoned by caving in and the new tank to be set at 100' distance from the well location. 1. The bottom of the bed shall be level, plus or minus 1.5". 2.. The total depth of the excavation is not to exceed 4', if fill material is encountered, the fill may be excavated to a depth of 6' and replaced with 2' of sand (SP) to a total depth of 4', then 6" of septic gravel before the perforated leach pipe is laid. 3. The lift station is to be a Municipal preapproved package lift station and tank combination with 1250 gallon capacity. 4. Lift station electrical installation shall meet Anchorage code re- quirements, NEMA 4 and be wired by a tic. electrical contractor. 5. The pressure sewer line shall be 1.25" diameter and be buried to a depth of 5"from the lift station to the bed area and be secured against thrust forces. 6. The lift station pump should be sized to deliver 10 qpm at 10 feet of head. 7. The high level alarm shall be located inside the house. S„ Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the trench. 9. The area over the trench is to be finished graded to prevent ponding of surface water runoff. 10. The sides of the mounded cover shall be of impermeable material and shall be planted with grass cover. 11. The septic tank and leachfield must not be closer than 100 feet to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. BED DIMENSIONS BED TOTAL DEPTH = 4' BED WIDTH= SEE SITE PLAN BED LENGTH` SEE SITE PLAN BED TOTAL SURFACE AREA= 516 SQ. FT. GRAVEL DEPTH= 1' l/ �'? /r ' 1 i / /, �F i J i � J J / I i l/ �'? /r ' July 18, 1986 Steve Morris Municipality of Anchorage Civil Engineer, On-site Services P.O. Box 196650 Anchorage, Alaska 99519 FIEF: Lot 5, Block 10, Lakeridge Terrace Dear Mr. Morris, On behalf of our client, Thomas Framer, we are applying for a e permit for septic system upgrade for a two bedroom system. The existing leachfield, a log crib seepage pit, has completely failed, having no surge capacity. The test hole excavated for the new leachfield has shown the water table to be at 8' below the land surface. The existing septic system is therefore almost entirely within the water table at this location; it will be abandoned. A new leachfield will require an elevated bed type absorption system, making use of a lift station. The existing septic tank is within the 100' well us and a new tank will be -40Mtside the well radius inc rnorating a _-i _t 4.a.�- _ he Mani The placement of the new eachfie wl require Two variances o s ack distance, 1. existing seepage pit to replacement area minimum of 6' separation and, 2. replacement area to front lot line minimum of 5' separation. These variances are required due to the proximity of neighboring wells and septic systems, and should not cause a problem with the operation of the septic system. The area to the south and east of the replacement area contains fill to a depth of +6' and therefore is excluded from our design area. The remaining available area is only sufficient for a 2 bedroom design. A 3 bedroom septic tank will be installed and during construction of the leachfield, the fill area will be explored to determine if it is useable as a septic absorption area to increase the absorption rate to a 3 bedroom capacity. We ask that you approve our site plan as drawn and issue a 2 bedroom permit at this time. If there are any questions, or if additional information is required, please feel free to contact me at 694-5195. Sincerely, Lou Butera, P.E. Encl: Soil log Site plan hD �11-4 L_- 11-A����� � ~ DEPHRTMENT � / HEHLTH HND ENVIRONMENTECTION / STREET/ HNCH8RHGE, HK'99501 ANY � 2 WITHOUT FINHL INSPECTION HND ������� ����� �������� ������ �.�h PERMIT NO. BE SUBJECT 688]002 HPPLICMN T PU8OX 5-504 FT RICHHRDSON XJ_/ LUCHTION HHROLD LOOP LEQHL LOT 5 BL 10 LAKE RIDGE TERRHCE LQT SIZE 22500 SQUHRE FEET TYPE OF SOIL HBSORBTION SYSTEM TRENCH MHXiMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR>--- 185 THE REQUIREQ S'IZE OF THE SOIL HBSORPTI8N SYSTEM IS� � 0 �11­11=1� ICE.- -'e �Fe F -A lf=* PL- 11-a F IF` 0 11-A� � THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD, THE DEPTH OF H TRENCH OR PIT IS THE DI��T�NCE 8ETWEEN THE SURFACE OF THE GROD UNAND THE BOTTOM OF TH£ EXCHVHTION (IN FEET) � THERE IS NO SET WIDTH FOR TRENCHES THE GRHVEL DEPTH IS THE MINIMUM DEPTH OF GRHYELBETWEEN THE OUTFALL PIPE � HND THE 8OTTOM OF THE EXCHVHTIOhl (IN FEET) � -4 CH����� H PHCKHGE PLANT MAY BE INSTALLED AT THE PERMITTEE'S OPTI0N SUBJECT TO THE FOLLOWING CQNDITIQNS: 1EITHER H CLHSS I OR II NSF HPPROVED PLANT MHY BE INSTHLLED 2. H CONTINUOUS MHlNTENHNCE AGREEMENT IS REQUIRED. IF H MHINTENHNCE HGREEMENT IS NOT KEPT CURRENT YOU MW-r'BE REQUIRED TQ ENLARGE THE SOlL HBSQRPTION SYSTEM HND/OR YOU MAY BE SU8JECT TO PROSECUTION� MINIMUM DISTHNCE BETWEEN H WELL HND ANY ON-SITE SEWHGE DSPOSHL SYSTEM IS 100 FEE -I FOR H PRIVHTE WELL OR 200FEET FOR H PUBLIC WELL. OTHER REQUIREMENTS MHY HPPLY� Sp` IFICHTIONS AND CONSTRUCTION DIHGRHMS HRE HVHILHBLE TO INSURE PROPER INSTFILLHTlON. F;". EE 1=EY, �0-111 , IE_� I CERTIFY THHT 1: I HM FHMILIHR WITH THE REQUIREMENTS F1 EWERS AND WELLS HS SET FORTH BY THE MUNTCIPHLITY OF`HNCHORHGE. 2: I WILL INSTHLL THE SYSTEM IN HCCQRDHNCE WITH THE CODES. I� I UNDERSTHND THAT THE ON~SITE SEWER SYSTEM MRY REQUIRE ENLHRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE. MORE THAN 4 8EDRO01-15. 1, D�� 8HCKFILLING OF ANY SYSTEM WITHOUT FINHL INSPECTION HND HPPRQVHL BY THIS DEPARTMENT WILL BE SUBJECT TU PROSECUTION. MINIMUM DISTHNCE BETWEEN H WELL HND ANY ON-SITE SEWHGE DSPOSHL SYSTEM IS 100 FEE -I FOR H PRIVHTE WELL OR 200FEET FOR H PUBLIC WELL. OTHER REQUIREMENTS MHY HPPLY� Sp` IFICHTIONS AND CONSTRUCTION DIHGRHMS HRE HVHILHBLE TO INSURE PROPER INSTFILLHTlON. F;". EE 1=EY, �0-111 , IE_� I CERTIFY THHT 1: I HM FHMILIHR WITH THE REQUIREMENTS F1 EWERS AND WELLS HS SET FORTH BY THE MUNTCIPHLITY OF`HNCHORHGE. 2: I WILL INSTHLL THE SYSTEM IN HCCQRDHNCE WITH THE CODES. I� I UNDERSTHND THAT THE ON~SITE SEWER SYSTEM MRY REQUIRE ENLHRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE. MORE THAN 4 8EDRO01-15. D?ovember 15, 1977 Hazen Grunter Post Office Box 5-504 Fort Richardson? Alaska 99545 Subject: Lot 5 Block 10 Lake Ridge Terrace Subdivision Before this department may approve your upgrade of your existing steer syster., soils analysis will be needed in Um immediate area of the trench that was excavated for the upgrade. If there are any further cAj iestion.s, please contact this office at 264-4720. Sincerely# Robert C. Pratt, R.S. Sanitarian RCP/ljh O &• E EI. )INEERING &- DEVELO. TIENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 333-5240 Russell Oyster Earl Ellis 694-2774 333-5240 Civil Engineering Surveying Soils £r Foundations Land Development \ t ♦ 4-�� 0 V 'L's": \ c' A: � p .� t.eJ S� ri C:ef v k-> Ut G-\ \E\% Q.'C 1.J \r1 C-�i Lt\•i� �['W $_- c' -� Sa AGi- "C��a1 A>. �\a. \tea ; x u . a\—c �Er�C a a n •J e.- -Cll \'� Y'• � `r_T . \ �i 4_ L.-y.��-v • •a �. �a�.fca�a c, ."— lam. f iii \\ may\ l\? FAt iz>2 s �Xa v tzt. �'Y vT iiAn Qa 'CY-C iL c'] )e �4\tom A Ca L:`/ S\.S `+r A (T, ('3 4"\Z' `i..-, 1'a �\'N. •i".. 41� 'w e��� qRl \\ca W GREAi6R ANCHORAGE AREA ROR.JGH Department of Environmental Quality P 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME,14k' S&114'cyd4ly MAILING ADDRESS _44xV!5 t:' jet PHONE LOCATION LEGAL DESCRIPTION/�1'��'/� SEPTIC TANK: DISTANCE , NUMBER OF FROM WELL .5 o MANUFACTURER! l��f MATERIAL �f� COMPARTMENTS /01-rc INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS. SEEPAGE PIT: e_X151 lve_ NUMBER OF PITS DIAMETER OR WIDTH—, LENGTH_, DEPTH LINING MATERIAL CRIB SIZE: DIAMETER_DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: 6XCS 1"'qa'— TYPE BUILDING FOUNDATION CESSPOOL APPROVED DISTANCES: _CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED INSTALLED BY: 9R, wy�s;JS PIPE MATERIAL: c"T• LOT SLOPE: 1,4., L' / REMARKS: NEAREST SEWER LINE REMARKS DEPTH _ SEPTIC TANK_ DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM GREA :R ANCHORAGE AREA BOE JGH d�r n 6 DEPARTMENT OF ENVIRONMENTAL QUALI i LJ I) b 3330 "C" STREET ANCHORAGE, ALASKA 03 I)''t TELEPHONE 27 4561 SEWAGE ®ISP SA SY TEM -- APPLlCA ® ON ANPER�IT NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF:(SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED MAILING Al A 'FPAGE PIT PERMIT NO.---L-�+-- PH ON Ey�"S-� DRAIN FIELD OTHER TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE AREA SIZE DRAIN FIELD DRAIN FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PIT SEPTIC TANK, SEEPAGE PIT , DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGU TIONS REGARDING INSTALLATION. OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I � J__E. j iI.- ,r R.. -_F .4 1 i � 1 t i I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED /S/YSTE IS 'ACCORDANCE WITH SAID CODE. DATE �� APPLICANT'S SIGNATURE za J GAAB-HDPh GI ", TER ANCHORAGE AREA BORO1' 1 r DEPARTMENT OF ENVIRONMENTAL DUALI) Y 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME LOCATION //J' - SEPTIC TANK: MAILING �­ ADDRESS�'� As — PHONE EEGGA-L DESCRIPTION ��, �'//`:' t /2' I NUMBER OF DISTANCE FROM WELL�D�!iF _)�' MATERIAL % COMPARTMENTS LIQUID CAPACITY GALLONS. INSIDE LENGTH INSIDE WIDTH SEEPAGE SYSTEM: SEEPAGE PIT: LIQUID DEPTH. � i r NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH A/ LENGTH =' DEPTH /_ r LINING MATERIAL l�'�° �A'%� ��� Y(�'� DISTANCE FROM WELL��%`' �« / ' BUILDING FOUNDATION_`, , NEAREST LOT LINE /J , TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)zi� SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LI ABSORPTION 9 DEPTH: TOP OF TILE TO FINISH GRADE DATION , NEAREST LOT LIN DISTANCE BETWE FT. LENGTH OF EAC TRENCH WIDTH TOTAL LENGTH OF LINES_ TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL:DISTANCE FROM _ WATER TYPE lL "�" DEPTH BUILDING FOUNDATION. SAMPLE NEAREST NEAREST SEPTIC._ SEEPAGE f OTHER LOT LINE SEWER LINE TANK 'J�''�'-, SYSTErt1_� CESSPOOL SOURCES_ DISTANCES: DIAGRAM OF SYSTEM GARB -HD -2. GREATEI. ANCHORAGE AREA k JROUGH Case No. / HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT �lMAILING ADDRESS - / s PHONE NO. NAME OF APPLICANT '�~' RESIDENCE ADDRESS %�'� /f LOCATION OF INSTALLATION47 ; LEGAL DESCRIPTIONS APPLICATION TO INSTALL: SEPTIC TANK, S TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTS THIS IS TO SERVE AS DISTANCES: Health E PIT,_ , DRAIN FIELD TO BE INSTALLED PANT ANTICIPATED DAI BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT , PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO SEPTIC TANK SIZE /6LaZ5 TYPE SEEPAGE AREA DIAGRAM OF SYSTEM , OTHER I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. n ATC �V .10 i ✓y/7/ APPI I r..ANTs SIGNATU RE �REATLR ANCHORA AREA BOROUGH HLALTH D::;'ART,, .;'iT CASL ;i 327 EAGLE STREET ANCHORAGE, ALASKA 99501 1// e.r:ormed For \/G/c��0Date Pcriorred'— F'aDI:SCi'iptlOn: Loc Bioch al ,(Ijvision��Ci := This Fora, Reports a: Solis Loi ii L'ercolat..c:; fest ._ De.rh Soil Cha-aCter4stlGs Location:YCTCh dCL' Zo CL �k G n/ incl. /I/cyhv 12 �J' • csc�c/ �/ / .�i.-aaG� 4 6 j3�``'�.'/s�hf�r�u/t<nce%cclaY s� A Was Ground Hater Encountered? °p o At What Depth Reading i ] Date Gross Tire Net Time 8 (( Depth To H2O fief Drop � 44 `—ver --� : ✓ _._— : vK C YS 1 [ 12 �J' • csc�c/ �/ / .�i.-aaG� 4 6 j3�``'�.'/s�hf�r�u/t<nce%cclaY s� A Was Ground Hater Encountered? °p o At What Depth Reading i ] Date Gross Tire Net Time 8 (( Depth To H2O fief Drop � _ . _ Pe:^co aicr itate`�/ '—'y rinuie k ?ronosed Installation— Seepage Pit Drain field ecth•0 L Depth To Bottom Of Pit Or 'r h /a• _ ':enc . % • rr..riv o Y).171 rJ. �1 ?(�/I _�G_ �}/SIC) y�G %7 C� G J _I_/ %'lil-aJ � CIKIn Ji / /f �/ // L tel. to Tcst Pcrforined Bj: \/ GL/GflC�_� Data Certified By:�-» . 1✓.r=.��,.\ :nom MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services 44 On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# 23 — —/g HAA# �\(z'cy) � 1. GENERAL INFORMATION , Complete legal description C,� i �� ��. (Av-s--- f2z6F Location (site address or directions) t Property owner l-1 �' k2 -4 -A -'E -P-0 Day phone /c gb -30o 2 - Mailing Mailing address ~O 6 X %7.;i_l 7 E ,/ Lending agency Day phone Mailing ad`dress % Agent c )4Gt/ G.A4 1'C,- / L,_y,Vj .S�✓a�SQ.AJ Day phone C�—�SGC� Address 1 / 2 D � � n1 4-w y . Z-- e � (9c/S77-7 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS 3. TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank_ Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA#21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Alaska Watcr & Name of Firm WastewaterS,civicPhone �3 ""61 7�/4-q--541 Address Engineer' 6. DHHS SIGNATURE Approved for bedrooms. By: Disapproved. Conditional approval for Additional Comments /�.6a,-� rr E.7 53 bedrooms, with the following stipulations: Date 8 �5 q7 The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 f ^ MUNICIPALITY OF ANCHORAGE ✓j` ° DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services AIPAL Ty OF ANCHORAGE gfa�la? On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 ENVIRONMENTAL SERVICES DIVISION 343-4744 AUG 2 6 1997 CERTIFICATE OF HEALTH AUTHORITY 1 APPROVAL FOR A SINGLE FAMILY DWELLING R'E CE l y� E D Parcel I.D. # _ C S 1 3 "%i? ' HAA # �� iZ�c1 �RS 1. GENERAL INFORMATION Complete legal description G 7 5, X'i0CEL Location (site address or directions) %�fI GG A" Property owner 27 k/0/ -/-r7,4 A0/Z/1rrl 62 Day phone 6`y 3c Mailingaddress 1,C• / -A 77,2/6.% /�%. �% 5;9.73 �- Lending agency Mailing add Agent >-1 Address /% Y Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water Day phone Day phone 1;,9�1- -5' _SGC I ✓cit fGLL" i P, C, t4/ 33-7-62(79. NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the datelof this inspection. Name of Firm Address Engineer's signature 4, s'ra V"&IC,r 6. DHHS SIGNATURE Approved for -3 Disapproved. - Conditional approval for Additional Comments — bedrooms. Phone -_�'37- (-/ Date 4 ` "9 1ef re A, Gar 1 ss E-7953 J O Y 'T0 bedrooms, with the following stipulations: Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA H21 y ' MUNICIPALITY OF ANCHORAGk Municipality of Anchorage IRONMENTAL SERVICES DIVIS DEPARTMENT OF HEALTH & HUMAN SERI ES Environmental Services Division AUG 2 6 1997 dl lfl5 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist RE CE i �� Legal Description: L'0 i S j lav- 16 3 Parcel I.D.: Lca-tyE- t? t o 6E, i ns e A. WELL DATA Well type �Ili '_" If A, B, or C, attach ADEC letter. ADEC water system number f\j /A Log present (Y/N) Ya S ` Date completed +/q6 � q Total depth a 6 Cased to 60 Casing height (above ground) Sanitary seal (Y/N) e% � Wires properly protected (Y/N) Yr S Date of test Static water level Well production FROM ELL LOG a g.p.m. AT INSPECTION, `7/6 /C ' 9 - p.m - WATER SAMPLE RES LTS: Coliform NitrateyhOther bacteria Date of sample: �' /j /9'7- '7- Collected by: �i+2r.1;* S S B. SEOOI&HOLDING TANK DATA N �, J Date installed Tank size '3000 Number of Compartments / Cleanouts (Y/N) YES Foundation cleanout (Y/N) Depression (Y/N) �� 9 High water alarm (Y/N) m�� old Date of Pumping Pumper C.`ABSORPTION FIELD DATA Date Length Effective absorption area Date of adequacy test depth in absorption field Fluid depth 72-026 (Rev. 3/96)' Soil rating (g.p.d./ft2 or ft2/bdrm) Minutes later:. (past 12 months) (Y/N) Gravel thickness below pipe Tube present System type depth Depression over field (Y/N) For bedrooms Immediately afte�gal. water added (in.): Absorption rate = \ g.p.d. If yes, give date D. L TATION Date installed Manhole/Access (Y/N) High water alarm level * _ Cycles tested E. SEPARATION DISTANCES 'Datum SEPARATION DISTANCES FROM WELL ON LOT TO: 1 +- 9egaie/holding tank on lot Absorption field on lot Public sewer main Sewer /septic service line N /X-11 g�5- !t Size in gallons "Pump off" level at' l On adjacent lots I () D i' On adjacent lots 100 /+, Public sewer manhole/cleanout Lift station ti IP, IQ SEPARATION DISTANCES FROM SONWHOLDING TANK ON LOT TO: J) Foundation Property line Igo �! Absorption field N IA t Water main/service line 10 (A -Surface water/drainage 1W Wells on adjacent lots ION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface water F. ENGINEER'S CERTIFICATION ing foundation Water main/service line Wells on adjacent lots storage area I certify that f hav of t rm' u field inspections and review of Municipal recorq$ l 'At are in conformanc wi A idelines in effect on this date. ��9 �l � Q Signature - I(��r� /^� 1/' !./ fps 1 ' — / V Engineer's Name ta(?�,��5% v� a tte l.Gar s Gi(� -7453: ° `, Date Qal ���f (�A9F�'eae>pooeee�`'``��° 8® pHOt'FSS1��'�\� HAA Fee $ */,) ' "J Date of Payment _F Receipt Number d/ 6 '72-026 (Rev. 3/96)" Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 9/8/86 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) T15N R2W Sec36 Lake Ridge Terrace Lot5 Blk10 Location (address or directions) Lake Ridge Terrace (b) Applicant Name Tom and Norma KramUlephone: Home 688-3002 Business N/A Applicant Address P.O.B. 772167 Eagle River 99577 (c) Applicant is (check one): Lending Institution ❑ ; Owner/builderfk; Buyer ❑ ; Other ❑ (explain);N /—, q -- '® Lending Institution CenTruSt Mortage Corp. Telephone Address 4000 Old Seward Hwy. Anchorage, AK (e) Real Estate Company and Agent N/A AA.d...�n (f) Telephone Mail the HAA to the following address: Pick–Up by Engineer 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 2 561-4030 3. !NATER SUPPLY Individual Well ®X Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ® Public ❑ Community ❑ Holding Tank ❑ i , Note: If community well system, must have written confirmation fromtheState Department of Environmental Conservation attesting to the legality and status. 72-025 (1 V84) Page 1 of 2 5. ENGINEERING FIRM PROVIDh.,a INSPECTIONS, TESTS, FILE SEARCH, Da, fA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Telephone Address EAGLE RIVER ENGINEERING SERyNM- Date P 0 BOX 774994 694-5195 'NIX G V L y J 21 000 0000°°'°U °oo0oaooq o Ai Get?" Y- aoo oc eoo oo 000c oa oe C>� Louis A. Buteer's Seal .'�,.°°.j CE -6736 e `9 o c° C7 !% 000 oo oo 000000 �`�� 6. DHEP APPROV G y Approved for bedrooms byDate — Approved Disapprove*— Conditional Terms of Conditional Approval } i `.:CAUTION The Muncipality of Anchorage Department of. Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 MUNICIPALITY OF ANCHORAG' �, � DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) SEP 80M, HEALTH AUTHORITY APPROVAL (HAA) C CHECKLIST - FEBRUARY 1984 RECEIVED 264-4720 l Legal Description: 7e rrC.C_'P 7- /4- n,/ o'e/W Sem. A. WELL DATA Well Classification / ��' T= If A, B, C, D.E.C. Approved (Y/N) Date Com o�d 2 7 /2 7 / 0i 4/ 7 Well Log Present (Y/N) pleted Yield Total Depth 7/ Cased to 7/ / ,Depth of Grouting `40A Static Water Level h'6_ '&e_Xw , Pump Set At XLJ7a� Casing Height Above Ground -2 Sanitary Seal on Casing (Y/N) 1v Electrical Wiring in Conduit (Y/N) y Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot On Adjoining Lots /70 To Nearest Edge of Absorption Field on Lot On Adjoining Lots /00 To Nearest Public Sewer Line 6J/ To Nearest Public Sewer _ Cleanout/Manhole V/"-, To Nearest Sewer Service Line on Lot Water Sample Collected by 'i54j "' '� �" �`'IT ; Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed Size No. of Compartments �coN" J �ify Sf7i� J i Standpipes (Y/N) Air -tight Caps (Y/N) % Foundation Cleanout (Y/N) !J Depression over Tank (Y/N) � Date Last Pumped NEe�J ya ✓�` ���` Pumping/Maintenance Contract on File (Y/N) ; for Holding Tank High -Water Alarm (Y/N) ��� Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well 112 i To Property Line To Water Main/Service Line f Course Comments Page 1 of 2 To Building Foundation a i To Disposal Field To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata of System Designs c( Date Installed Length of Field Width of Field �-� ,�G Depth of Field / Gravel Bed Thickness Square Feet of Absorption Area 3 Standpipes Present (Y/N) Depression over Field (Y/N) Date of Last Adequacy Test �z' "' ���6- Results of Last Adequacy Test �la-6 Separation Distance from Absorption Field: To Water -Supply Well p To Property Line i To Building Foundation 3, To Existing or Abandoned System on r Lot G ; On Adjoining Lots 3,01, To Water Main/Service Line f/o z To Cutbank (if present) /" _41 To Stream/Pond/Lake/or Major Drainage Course i To Driveway, Parking Area, or Vehicle Storage Area Comments yam, D. LIFT STATION ��Xt Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) — Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I havechecked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed/� U�'� Date Company `~�-S— MOA No. S/ 5 Receipt No. Date of Payment Amount: $ Eagle River Engineering Services Page 2 of 2 F. 0. Sex 773294 Eagle River, AK 99577 72-026 (i vaa) 694-5195 % Engineer's Seal A" Uluioro � � 9Ca ���Oocy penoe,�o ooa ne aop, -� - 70r[ C. h'GR p(tCHO4AGL Ap£' O U i ��0/PLO IAIUAPy � ` GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received October 19, 1976 Time of Inspectior Date of Inspection REQUEST FOR APPROVAL OF IDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Alaska Mutual Savings Bank Mailing Address: Post office sox"1120 Phone: 274-3561 2. Property Owner: Captain & Mrs. Lee Stephenson Phone: Mailing Address: PSC Box 3500 Nellis AFB, Nevada 89191 3. Legal Description: Lot 5 Block 10 Lake Ridge Terrace Subdivision 4. Location: 5. Type of facility to be inspected Single Family No. of bedrooms 4 6. 'Well Data: A. Type C. Construction Individual B. Depth D. Bacterial Analysis 7. Sewage Disposal System: 7_1On-site system A. Installed /� 2 B. Installer 75' C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material e"w�� E. Disposal Field: Total length of lines 8. -Distances: A. Well to: Septic tank Absorption area f`" Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Paae 1 of two Daaes M/7' MUNICIPA ITY F A CHORALE Municipality of Anchorage DEPT. Of HEALTH & Environmental Protection ENVIRONMENTAL PROTECTION 2516 Tudor Road Anchorage, AK 99507 OCT 191976 REQUEST FOR APP RO` AL' OF RECEIVED INDIVIDUAL SE'I:ER t, WATER FACILI T IES 7. Typ- of Inspection: Cf` R0 VA FHA cou xx 2. Property Owner: Captain and Mrs. Lee Stephenson PSC Box 3500 r Mailing Address: Nellis APB, Nevada 89191 Day Phone None 3. Name of Buyer' Hazen C. aad Norma Kramer, Jr. P. O. Box 5-504 Mailing Address: Ft Richardson AK 99505 Dam Phone 863-4101 4. ,tame of Lending Institution: Alaska Mutual Savings Bank _ P. O. Box1120 Mailing Address: Anchorage AK 99510 Phone Linda 274-35'81: 5. PJame of Realtor or Agent: -Myrna Johnston AREA, Inc., Realtors P. O. Box 2 9 - �iailing Address: Eagle River, AK,99577 Phone 694-9555 6:. Legal Description:'. Lake Ridge Terrace. Lt 5 Blk 10 Location: Turn right on Fish Hatchery Road :then richt On Harold' ' Loop Road. House is yellow split -entry on left. Agent can accompany - House is -vacant 7. Type of Facility to be inspected: Single.Rainily No. BdrIs:4. 8. Mater Supply Type of Supply: Public Utility Individual X i f Individual , number of dWel l i r.gs. prasen ly -served l If Individual, depth.of well 75' 9. Sewage Disposal' System Type .of System:. Public Utility Individual (on-site) xx I -f .Individual, date of installation 1972 - 4 I age 2 of two.pages - Re(.' ' -,t for Approval of Individual S >r & Water Facilities Legal Description Lot 5 Block 10 Lake Ridge Terrace Subdivision Comments Approved pproved Date L/ Approval,Va'fid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date Ofte"r280 1976 Alas -mutual Savings Bank Post office Box 1120 Aarvt, Alaaka 99510 Subject: Loo31001. 10 LaRa d9 $gerrace Subdivision Theon -site sir system t r*PsrtY was ori i-Alry perwit o. 4*01940d And IrxgtalJa4 to serve A&WbAum Of three () badroom r ai - The request for Uealth approval staff a four () bedroom how,, SiAce the sale and juspsatjon requeots J11v*Ive a four () bodronr� ', this dayartmnt will not approve the preaent xf she �)wjrar or seller insist € n chiming the xqwast to a three (3) badrowr i�� r this department will requesti;.notificati*n of alIppartiestati krtoi "fie of Vne =dieraidod Sy"M w4 its offact On resaiis An the f uture4 X-ta 3� uesi, ;ia n;CAL this Of iCe a 276-2221f l -on 209* a0 Principal n .r rmeAtl Cant mml officer JK/lJkA, vat Myrna o rl on h � GcATER ANCHORAGE AREA BOROUGn c 0 I `J9y �t W DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 _ DATE RECEIVED: � 2 7 INSPECT:/ 2, TIME.bf?? ;,t-� 0 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES FOR q / j/14 I<ec �ll jC(Cf I 1 . APPROVAL REQUESTED BY: %:6/`/�j /jt lc 4'? j ADDRESS: S/-'-, 4, PHONE: cl j ' -- 2. PROPERTY OWNER: PHOONE: 3. LEGAL DESCRIPTION: <C� Z, Alf / {' Ae � �' 4. TYPE FACILITY TO BE INSPECTED: �rUj `t' `��7/ uJSTREET: 1 /i �"z�'z NUMBER OF BEDROOMS: 5. WELL DATA: A. TYPE B. DEPTH 72. >.,a C. SIZE l fCf .i .f'• `` �7 '�" "'moi D. CONSTRUCTION ����'��= Al t r / E. BACTERIAL ANALYSIS j;%, �" fc'c%�',i'xj 6. SEWAGE DISPOSAL SYSTEM: A. SEPTIC TANK (IF\-,HHO♦♦MEMADE, SHOW DIAGRAM ON BACK) 1. SIZE � Z)0C�(/ o 2. AGE 3. MANUFACTURER 4. INSTALLER i /! /`(• �,6 f/ �/ �//ice/' 4 7. `A`PPROVAL REQULjf FOR SEWER & WATER FACILIISES PAGE TWO e, B. SEEPAGE PIT 77 1. SIZE 2. LINING �vc` L a9f C. DISPO'S,AL FIELDi 1. NUMBER OF LINES a� 2. TOTAL LENGTH REQUIRED MEASUREMENTS //-- A. WELL TO SEPTIC TANKy B. WELL TO SEEPAGE PIT C. WELL TO SEWER LINE —� D. WELL TO PROPERTY LINE E. WELL TO OTHER POSSIBLE CONT MINATIO F. FOUNDATION TO SEPTIC TANK C 4 G. FOUNDATION TO SEEPAGE PIT H. SEEPAGE PIT TO PROPERTY LINE COMMENTS: G 4e 30 APPROVED: ` C,DISAPPROVED: DATE: Z �� �� -DATE: APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY