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Home My WebLink AboutDENALI VIEW BLK 3 LT 5Denali View Block 3 Lot 5 #015-461-06 Municipality of Anchorage Page 1 of 3 Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.cI.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW030092 PID Number. 015461-06 Name Clint and Sheryl Lentfer Wastewater System: New Ad&MS: 8740 Sultana Drive Anch., AK 99516 ABSORPTION FIELD Mater 0 5' Wide Trench Phone.66 Our {4 522-31) LEGAL DESCRIPTION SW Rapp 2 GPO/Fe Toll Depth from original grade 2 Fl. Block: Lot: SWdv.aac 3 5 Denali View Depth toppe 0011001110M opens grade 1.5 Ft. Gavel depth bn.m pip. .5 FL Range; Section FB added Bowe tnanW ?ade: 5-8 FI. Gavel Length: 60 FI. ToerNvp: Well: New Graver wider: 5 Ft. Number Inn 0.11110100 tettrmen I.: FL el 1 ClaeedrM,on lPnvel.. A 8, c): Private Total DOOM: 300 Ft. Cased lo. 20 Ft. Total ewopoan area 300 rte Poo Maternal ASTM 3034 PVC Dnller Alpine Drilling On DNlod 7/2/2003 Sts¢ Water Level: 21 Ft fraleller: Acreage Systems Dale Inssud. 7/24-25/03 Yield 4 GPM PunpSelat Ft. c.wglesgMBooaGmutd 2 Ft i�y05ot31 TANK SEPARATION DISTANCES Advantex Treatment System To From Septic Tank Absorption Field Lift Station Holding Tank 'u/Private Sewer Line Gua/ad,.«. Anchorage Tank/Orenco cap-`bncal°"' 1,500 Wel >100' >100' >100' N/A >25' Material Fiberglass Number: ol Gampartmante Two (2) sane mon >100' >100' >100' N/A LIFT STATION Lai L.. >5' >10' >5' N/A 5. 1500 cel Orenco Systems Foundation > 5' > 10' > 5' N/A 'Pump n level M. Timer In 'Pimp off' Neel M. Timer in. HO water Mom at. 48 In. Colon Moo None Noted Pump Maas a Model Orenco Decimal pens performed Inspections Municipality of Anchorage Remerks Gravity Flow From Tank to Field. BENCH MARK Lorak9n and Description. Front Porch Slab SW Corner Assured Elevation: 100.0 FL 4. Engineer's Stamp �tsissstisss t� '.'\� -' 114 491h C•-- --...- sal , ito -- • i Inspections performed by: MEA Dates: 111 7/25/2003 03D \ 2nd 7/25/2003 ;•7•s\ u.c.E. ;;;. ON it,. . ..A. No. CL-438' % fa. X44 P,xESSO .• 4j*aa\..•** a . e - - [ - t , . Reviewed and approved by. 1 it n 1 1~• Date: alar 10/99)1 'erm.it Number. SW050071 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Sultana Drive Page 2 of 3 PID No. 015-172-16 Lot 4 N 89'53'39' E 101.43' L-48.59' R .' ovoiN a r r7 Lot BLOCK 3 DENA VIEW V UDUTY CAaurhT 14 Lot 6 • A B Si 14.9 25.1 C3 33.8 472 C4 35.0 22.0 MI 43.6 49.7 C5 55.3 64.1 Lot 7 u UITUTY CASEMENT 1 IC UTILITY EASEMENT N 89'35'13' E 150.00' PLAN AS -BUILT SCALE 1" = 50' MICHAEL E. ANDERSON 1.:% ' =• .NioaEE9-!8Xi1i Ili8s. ,; Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SW030092 PID No. 015-461-06 Page 3 of 3 U N 40x94 Pod 93.4 J x E 98.5 cure 00 Y Insulation , r_ Advantex reatment1 System 0 -Mode 1a 4 -Bedroom Tank 60' (NTS) PROFILE AS -BUILT Scale: None JUN -29-2005 10:25 APPRAISAL. CO OF AK rmn • rn.r-IVe unsLLiiw .. tin .eel, . --.. _._ -_ Municipality of Anchorage Department of Health and Human Services P. 03,03 825 •L' street s�q P.O. Box 196650 Anchorage. Alaska 99519-6650 Rick Nystrom hapPaw.elsnehorage.sk..i. mayor Permit Number. 8SW 030092 Date of Issue: 4-22-03 Parcel Identification Number: 015-461-06 Date Started: 7-1-03 Date Completed: 7-2-03 Is well located at approved permit location? ® Yes ❑ No Legal Description: Denali View B1k 31.t 5 Property Owner Name & Address: Clint & Sheryl Lentfer 8011 Chippertree Cir. Attention: The well driller shall provide a well loo to the property owner within 30 days of completion and the propCrty TOTAL P.03 Borehole Data: Depth (ft) Method of Drilling ® air rotary 0 cable tool Soil Type, Thickness at Water Strata From To Casing Std! type: Stick-up 0 2 sill- organics 2 6 Wall Thickness: rQ inches Diameter. f inches Depth: 20 feet • Liner TYPe: Bedrock 6 312 Diameter: inches Depth: feet Casing stickup above ground: 2 fret HY0 290 300 Static water level (from ground level): 21 feet Pumping levek'-?,l22 feet after 2 hours pumping _4 Spm Recovery Rate: 4 gpm Method of Testing: Air lift Wel ❑ IN Intake Opening Type Open End ® Open Bole Screened Start feet Stopped feet ■ Perforations Start feet Stopped feet Grout Type: bentonite 4 R Volume: j Depth: Start 0 feet Stopped Z feet Pump: Intake Depth feet Pump size hp Brand Name • Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well loo to the property owner within 30 days of completion and the propCrty TOTAL P.03 JUN -29-2005 1025 APPRAISAL CO CF AK 2'7�/ • 82/18/2024 13:85 8587285AURORA PAGE ei/8S • P. 02/03 INSPECTION REPORT • MUNICIPALITY DF ANCHORAGE., BUILDING SAFETY DIVISION 4700 SOUTH BRABAW INSPECTION: Voice: 563.3464 INSPECTION: Fax 249477 INFO: 3434211 NAME ADDRESS LOT AtatrotaMectric f5 -75/O £izzie4 DR DLObK 3 a[fsOMSiON PtRwur,-07 D PHONE I- .i • d 7 L s v'w63.7s cOMTAENrS or DIRECTIONS: C4LL yr nn -t..k/ fRnoL inspection %a ,fzywnL — • Date: a N TYFEOFINSPECTION: C' Nal NO NONCOMPLIANCE O$SERVED L 1 CORRECTIONS ESSENTIAL AS EDtPL+4IN!D BE10W [I WILL REEXAMINE AT NEXT INSPECTION ECTlOJ: COMO /ENT OR INSPECTOR US ONLY} . • &&•tai C+i�hc.�'�>✓fb USSPECTOR . 370 91,6 C J DO NOT CONCEAL UNTIL REMSPECTED • WHEN CORRE.. • .•� • • . •Y: DATE: • Ns ME MADE LEasDO NOT REMOVEP THISENOTICGALL E A ?EIN$PEGTIDN ` •• i}rt. .:1,41. • • ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) MEMORANDUM DATE: December 27, 2005 TO: Julie Makela, P.E. FROM: Mike Anderson, P.E. SUBJECT: Lot 5, Block 3, Denali View Subdivision Well and Septic System As -Built The absorption trench for tot 5, Block 3, Denali View Subdivision was placed in July of 2003. At the time of construction the contractor requested a 5' wide absorption trench in lieu of the designed 15' wide shallow bed to facilitate construction. The slope of the lot is more conducive to trench construction and trenches typically have longer useful lives than beds. We have no verification or documentation indicating the design change was approved by the City, but we recall verbal discussions concerning the subject. A fee of $115.00 has been paid for your review of the design change. The well is located approximately 55' northwest of the design location. We are unsure why the well driller placed the well at this location other than the ease of access. We were not notified of the location change prior to the construction of the well. Placement of the well in its current location more closely shadows the well to the west will have no adverse affect on the well or septic system on this lot. WAIVER FEE:is n05;50 PAYMENT DATE: E,2/M/05 RECEIPT#: 30 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Anderson Engineering Legal description: Denali View Subdivision. Block 3. Lot 5 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. O Additional soils information needed. ❑ Water monitoring results inadequate. O Discrepancy in information submitted. ❑ Topographic information missing or inadequate. _ O Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. O Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. 1.) Wastewater disposal system was not installed in accordance with permitted design; and 2.) Well was not installed in permitted location. Name of reviewer: Julie Makela. P.E, Date: 11/18/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Mayor Mark Begich 22 Jun 05 Municipality of Anchorage It0. Box 1964(.5O • Anchoragc, Alaska 995196950 • Telephone (907) 34a8301 • Fax (907) 34:1.8200 4700 I)rngaw Sired • Anchorage, Alaska 99507 anflr.munl.org Building Safety Division Clint & Sheryl Lentfer 8740 Sultana Drive Anchorage, AK 99516 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW030092 Legal Description: Denali View Block 3 Lot 5 Dear Mr. & Mrs. Lentfer: This letter is to inform you that your permit SW030092 expired on 21 Apr 04. Our records indicate that a house was built on this property. To date we have not received a final Inspection Report for the installation of the on-site wastewater disposal and/or the water supply system. Please be aware that you will not be able to receive a Certificate of On -Site Systems Approval at the time of any transfer of title. If you have any questions, please call this office at 343-7904. Sincerely, 0YiG2 Kathleen Maricle Permit Clerk On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity March 31, 2004 Municipality of Anchorage. Mark Bcgich, Mayor Building Safety Division P.O. Box 196650.4700 Bragnw Street Anchorage, Alaska 99519-6650 • (907) 343.8301• Fax (907) 343-8200 http://www.munl.org Clint & Sheryl Lentfer 8011 Chippertree Circle Anchorage, AK 99507 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030092 Legal DescriptionfD i View Block 3 Lot 5 Dear Mr. & Mrs. Lentfer: An On -Site Water/Wastewater Permit, number SW030092 issued by this office for a single-family system, will expire on April 21, 2004. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely Coss Jame Cross, P.E. Man ger On -Site Water and Wastewater Program Enc: Copy of permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030092 Legal Description: DENALI VIEW BLK 3 LT 5 Design Engineer: 0014 Anderson Engineering Owner Name: Clint & Sheryl Lentfer Owner Address: 8011 Chippertree Cir. Anchorage , AK 99507-0000 Date Issued: Apr 22, 2003 Expiration Date: Apr 21, 2004 Parcel ID: 015-461-06 Site Address: 008740 SULTANA DR Lot Size: 49512 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field E Septic Tank ❑ Holding Tank p Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). g. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. :The following special provision`s' _ MAXIMUM a' -DEPTH OF SYSTEM SHALL_ BE NO DEEPER THAN 3 FEET FROM ORIGINAL GRADE AT THE' r UPHILL SIDE OF THE BED. Received By: nr Y (I 4-10( 17 C j9 Issued By:DCAA/1"1-1 ree Date: "f J74i 3 Date: 4/2 2/03 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING By' • . MsAl ETyV, Parcel I.D. Ci I S - 6 I OG Permit Number SW 030092 Property owner(s) Clint and Sheryl Lentfer Day phone 522-3166 Mailing address (1) 8011 Chippertree Circle Anchorage, AK 99507 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) Lot 5, Block 3, Denali View Subdivision Legal description (Section, Township & Range) Lot Size In S Acres/' q.Ft. Number of Bedrooms Four (4) THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool O Well Only O Water Stnrana I certify that the above information is correct Single Family Dwelling and is in accordance 74142-6.1 0 0 le! 96 ig made for a (Signature of property owner or authorized agent) Permit Fees: 5"S 0 ~' Waiver Fees: Date of Payment: Receipt Number: (Rev. 12/00) 4-7- 03 31g/2 0,-4 Date of Payment: Receipt Number: Rick Mystrom Mayor Permit Number: NSW 030092 Date of Issue: 4-22-03 Parcel Identification Number: 015-461-06 Date Started: 7-1-03 Date Completed: 7-2-03 Is well located at approved permit location? � Ycs ❑ No Legal Description: [Denali View 8Ik 3 Lt 5 Property Owner Name & Address: Ctril & Sheryl Lentfer 8011 Chippertree Cir. Municipality of Anchorage Department of Health and Human Services 825 "L" Street PC) Box 196650 Anchorage, Alaska 99519 6650 htlp rrwww ci anchorage ak us Atfel 14141 UtM R/dRli.9RAfv5 rrovide a well log to the property owner within 30 days of completion and the property ENVIRONMENTAL SERVICES DIVISION. ` nI . ., . .r.. .•a 0 .I r • Borehole Data: Soil Type, Thickness 8: Water Strata organicsDiameter: Bedrock RECEIVED jut_ 11 11 Depth (ft) Method of Drilling 0 air rotary ❑ cable tool Fmm To 6 312 Casing type: steel Wall Thickness: 250 inches 6 inches Depth: 20 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet •0 nio Static water level (from ground level): 21 feet Pumping level: 312 feet after 2 hours pumping 4 gpm . - Recovery Rate: 4 gpm - •• . Method of Testing: Air lift Well Intake Opening Type: ■ Open End 0 Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite fl 8 Volume: 1 Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: AnchorageWell Driller: Alpine Drilling & Enterprises PO Box 110496 Alaska 99511 Atfel 14141 UtM R/dRli.9RAfv5 rrovide a well log to the property owner within 30 days of completion and the property ENVIRONMENTAL SERVICES DIVISION. ` nI . ., . .r.. .•a 0 .I r • ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 5224779 (FAX) April 6, 2003 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 5, Block 3, Denali View Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 5, Block 3, Denali View Subdivision intends to construct a four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the well and the new septic system and altemate site and the parameters used in the design. Also identified on the plans are the test hole locations and well and septic systems on the surrounding lots. Drainage arrows and contours are shown indicating the current drainage pattems. The drainage patterns will be maintained after construction. Shallow bedrock and wells on adjacent Tots minimize the area available for placement of a septic system. We are therefore proposing to construct the Advantex Treatment System with an AX20 Mode 1A 40x94 Pod for this lot. The test holes placed near the location of the proposed absorption bed indicated clean gravel with varying amounts of silt and a percolation rate of 8.6 minutes per inch. No ground water was found during placement of the test holes and none was noted during the monitoring period. Bedrock, however, was encountered at 9' below the surface. We are therefore proposing to place the Advantex System and a new 30' long by 10' wide absorption bed. The total depth of the trench will be 2' below the surface with the distribution pipe at 1.5' below the surface. Sufficient fill will be placed to prevent freezing of either the septic tank or the absorption trench. The ground surface on the lot slopes as shown on the site plan from south to north at varying slopes. The absorption bed will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any surface water and wells in the area. If the system is constructed in accordance with our design the following statements apply: Lot 5, Block 3, Denali View April 6, 2003 Page Two 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 pattem will be maintained. Sincerely, �] 74-4,41, & Michael E. Anderson, P.E. Attachments esr 444444 - '7.• `r• ,''+k.ry••i : tL .4 • O. v CHAEL E. ANDERSON es • I. f.i No. c-4381�f c• So, » �'" 4, i N 956*4s ` 1320 DC 4S. 132 69 U&S ig1M'Ew 7.11 Sultana s....... 4444 • '_: a j49 h •. st• *.• ��oo _._ _...._ ...._ •• WCHAEL E. ANDERSON •Wi •c•Fa •'Cr No. CE -4381 ( 4. ,•,,iu SSS\�'' • AREA MAP SCALE1-IW Sultana Drive tex Tonk h 0 4 IA Pod/ SITE PLAN SCALE 1' 0 50' '.....fN car • • moi• s 49th .1 2 r, r • f ICIM p' NCI E. ANDERSONw r •tss,,.. No. CC -4381 it.....it 'h.�SSW AdvanTex` Treatment System I ADVAHTEX I AX20 - Mode la . 40x94Pod INLET NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPDC TANK & 4" BEYOND ON AU. SIDES EXCEPT UNDER THE AOVANTEX FILTER THIS WALL ALLOW FOR HEAT TO ESCAPE FROM TAMC & RISE TO THE FILTER ABOVE R. r1-1-11-1-■ 1-1-1-1 1 1 •-1 X-1-1-1 1.-1-1-1-1-1• .1-1-1-1-1-1-1_1-1-1_1_1• .-1 •1-1-1_1_1_1_1_1_1_1_1_1• 6' AM CAP FINAL CRADE- (tt92) C PC PULP-ODT (nn) 6' PVC CpwLRC CLUED To TANK (TVP2) INLET SUM SECTION Cr CFC PIPE OVER T6S Tcopacnom OE SHEER PROTECRoN- MEW TO BRODE CCWATION SMR AX20 POD 30 INCL INSULATED RLSER ORENCO BIOTUBE SCREENED VAULT ORENCO EFFLUENT PUMP SYSTEM SECTION NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. rIL'. Alsz • 4th• !.• • . * t MICHAEL E. ANDERSON J- ., J.• ^.% IJO. EE -4381 �� i . • 44rilUis [SVC LOT 5, BLOCK 3, DENALI VIEW SUBDIVISION ABSORPTION BED DESIGN FACTORS: 4 Bedroom Home Perc. Rate: 8-10 MiniInch Application Rate: 2 GPD/SF SYSTEM REQUIREMENTS: Shallow Bed Disposal System 4 Bdrm. Advantex Treatment System 1' Total Drain Field Rock 4 Bedrooms X 150SF/Bedroom 12 GPD/SF (Application Factor) = 300 Square Feet 300 SF/10 LF (Width of Bed) = 30 LF Length of Bed Therefore:'. Construct an Absorption Bed 30' in Length and 10' Wide for a Total of 300 Square Feet of Absorption Area. Bottom of Distribution Piping to be Placed 1.5' Below Original Ground LeveL . Place Clean, Coarse Sand to Level Existing Ground. Bottom of Bed to be 2' Below Original Ground. Mound Over Bed to Provide 3' Minimum Lover or Provide 2' Direct Bury Insulation and 2' Minimum Cover to Prevent Frost Penetration. NATURAL BACKFILL 1.0' GEOTEXTILE FABRIC .5' -DRAINFIELD ROCK 4" DIAMETER PVC (SCHEDULE 40) NOTE: 1 3' 1 3' 2' MONITOR TUBE SHALLOW BED DETAIL (NO SCALE) • Grade Area to Drain Away. Maintain 6' Separation From Bedrock. Provide 3' of Cover or 2" Insulation and 2' Cover. Maintain 4' Separation From Groundwater. Maintain 100' Separation From Well and Surface Water. . --- r..... * •, •.. • • TO A. WGUCL C. ANDERSON.n".. . •#C'si. No. cr-43RD/ 4abESESSICt •• Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 • SOILS LOG - PERCOLATION TEST Performed For: Mike and Dayna Corey Legal Description* I nt 5 Rinek 3 flennii View Si hdivisinn SLOPE 1 OG/OL GM TESTHOI E NO. 1 Golden Silty 5 Gravel 10 11 12 13 14 15 16 17 18 19 Bottom of Test Hole Bedrock Was Groundwater Encountered? No • If Yes, What Depth? Depth to Water After Monitoring None Date: ,�P, • "••• �♦ �1iiKSs4 .l /! WI MICHAEL if]lAEL E. ANDCRSp1 W/ E./ �• ,.A No. CE -4381 = IPA Cp>, '' 45,: Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For. Mike and Dayna Corey_ Legal Description: 1 nt 5 Rock 3 Denali WY/ Subdivision SLOPE GM TESTI-101E NO 9 Golden Silty 5 Gravel Cobbles 1'-4' Was Groundwater Bottom of Encountered? No .Test Hole If Yes, What Depth? Bedrock Depth to Water After Monitoring None Date: ••••aaaaq�, :.PSE a•-.---, •'. �"s a to 1,* i. �: i V%: MICHAEL •E. •ANDERSON •/,f •+ No. CC -4381 jl�- Q4PhbFE:.a ••. 5/25/01 Date Performed: 5/23/01 SITE PLAN See Site Plan Reading Date Gross Time Net Time Depth To Water Net Drop 1 23 -May 5:52 1" 2 6:22 30 4.5' 3.5' 3 623 1' 4 6:53 30 4.5' 3.5' 5 6:54 1' 6 724 30 4.5' 3.5' Perc. Rate: 8.6 Min./Inch Perc. Hole Diameter. 6' Test Run Between 3 Ft. and 4 FL Comments: Perc. Cavity Presoaked Prior to Test. Performed By: Alan Harala. I Michael E Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 5/25/01 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 5, BLOCK 3, DENALI VIEW SUBDIVISION GENERAL: 1. The scope of this project includes the procurement and placement of a new Advantex Treatment System with an AX -20 -Mode la 40x94 Pod at the location shown on the Site Plan. The new septic system also includes the construction of a new 30' long X 10' wide absorption bed at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed at 1.5' below the existing ground surface. The total depth of the bed will be 2' below existing ground. The new system must be placed a minimum of 100' from the proposed well on the lot and those on adjacent lots and 10' from the water service line between the well and the house. It must also be placed a minimum of 100' from any surface water. 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. 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 Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. The Advantex Treatment System must be installed in conformance with specifications and regulations fumished by the manufacturer, Anchorage Tank and Orenco Systems Incorporated. No variances from the manufacturer's specifications will be allowed without permission from the manufacturer and Municipal representatives. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Lot 5, Block 3, Denali View April 6, 2003 Page2of3 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. be ed e o four feet from the 6. A foundation building foundation. Two cout leanouts are requiredeqt etween the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield 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 drainfield 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 drainfield 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 ground must be perforated. 5. Contractor shall verify the septic tank and drainfield 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 Tess 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 trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. AU pockets of unacceptable materials must be removed and replaced. .MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 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). Lot 5, Block 3, Denali View April 6, 2003 Page 3 of 3 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, 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. 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. 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. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.danchorage.ak.ns (907)343-7904 PROPERTY OWNER W ` A AFOR DISPOSAL INNTENANCE OF AN ON-SITE • This agreement, dated 5.2'0/7 , is made between the Municipality of Anchorage Development Services Department (DSD) and the property owner(s) of: Lor S aeoc/ 3 L>SAJ 1—c— 1 v) eta SMP This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall • verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. (Signature E—.4'rFEJr— (Printed Name) • .5 eerie Yt- 1f412— (Printed Name) . . The Foregoing Instrument was acknowledged before me by on this day of , 20_ Witness my hand and seal. Notary Public (Signature) (Notary's printed name) My Commission Expires • •1. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY l�wy /F ANCHORAGE e"k AND C/.H THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of l� 494� 2007 , by and between C, l n f t Oily ntir/ y ( lealefre—r' herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced yip ewater Treatment System (AWWTS), described as`r0 Svm " t located at 5/3 dennc4 (/, •ev , �K. Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC Page 1 of 5 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65. 3. Fee. Owner shall pay to Municipality an annual fee of (5 .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. Page 2 of 5 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner • during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Perrnit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Page 3 of 5 C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Paste 4 of 5 .t B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner. Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By. Date: 6/9.63 MUNICIPALITY: STATE OF ALASKA THIRD JUDICIAL DISTRICT By: Title: Date: ) ss. e foreg¢Aning instrument was acknowledged before me this/ d y of r; L, 200;by C. k-'" C Q 11e , the r of �Y , on behalf of Municipality of An forage. NOTARY PUBLIC OALASKA Page 5 of 5 to Ur fflote, • e4,9TARy • PUELIC • ; • \�\ v • I `\\ RichoMASSIGNMEN71AAp�'d& el�ddendum AMC 15.65 [N00-0257j'Slemonnudm of Understanding Version Vl.doc My Commission expires: Pane 6 of 5 r I • Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: ANDERSON ENGINEERING Legal description: DENALI VIEW SUBDIVISION BLOCK 3 LOT 5 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing NEW PROPERTY OWNER AGREEMENT ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. __ ❑ Insufficient fill over tank or field.__ ❑ Other. Name of reviewer: DAN Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Date: 4/10/03 �c: I 'T C) F.7 F4 C":7. C.) R.: F1 (3 ISE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET: ANCHORAGE, AK 99501 264-4720 PERMIT NO: 840]65 DATE ISSUED: 05/21/84 APPLICANT: LAUN BUOY ADDRESS: 13611 WINDWARD CIRCLE ANCHORAGE, AK 99516 CONTACT PHONE: 271-3349 LEQHL.DESCRIP: 5UBDIVISION: DENALI VIEW SECTION: 24 TOWNSHIP: 1 N LOT SIZE: 49529 '(SQ FT. OR ACRES) LOT LOCATION: SULTANA C MAX BEDROOMS: 7 T:• 5 GE: ]W LISTED BELOW ARE THE OPTIONS SYSTEM. CHOOSE THE OPTION TH VHIL T BE BLE TL .T FITS N DESI ;ITE DEPTH TO PIPE BOTTOM (FT. ) 5.0 5i GRAVEL DEPTH (FT. ) 5. 5 TOTAL DEPTH (FT. ) 10.' 5. GRAVEL LENGTH (FT. ) ]8'0 34.0 GRAVEL VOLUME 'CU. YDS. ) 19.] 21.4 TANK SIZE (GAL..) 1, 00.0 * 1,000.0 SOIL RATING (SQ. FT. /BR) 125 125 ** TANK MUST HVE AT LEAST TWO OMPARTME I CERTIFY THAT: FORTH BY THE MI 43CIPHLITY OF NCHORAGE (M\ I WILL INSTALL, E SYSTEM IN ------'--N— AND IN COMPLIHNC WITH THE DE IGN CRIE� ]. I WILL ADHERE TO A L MOA AND STATE 0 DISTANCES FROM ANY 4ISTING ELL: WA SEWERAGE SYSTEM ON TH OR NY ADJAC 4. I UNDERSTAND THAT THIS .MIT IS VALI ANY ENLARGEMENT WILL REQUIRE AN HDDITL BLOCK: k 8 YOUR = Ett — 8.0 � 44.0 125 5. 0 SEWER$ HND WELLS AS SET D THE STATE OF ALASKA. LL MOA CODES AND REGULATIONS: F THIS PERMIT. A REQUIREMENTS FOR THE SET BACK . DISPOSAL SYSTEM OR PUBLIC NEARBY LOT. A MAXIMUM OF 3 BEDROOMS AND PERMIT. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOR BUILDING THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) H5— TS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT/ AND (]) THE ELECTRICAL0111kA LICENSED ELECTRICIAN. SIGNED DATE: HPPLICHNT:.LAUN PAY %SSUED BY 62 DATE: �1 sUw ��~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 2844720 SOILS LOG — PERCOLATION TEST XSOILS LOG 446 NO PERCOLATION TEST PERFORMED FOR: I 1Z/A \Y/ TZ,15.71./A Y DATE/PERFORMED: /(8/ so_c A/ LEGAL. DESCRIPTION: LOt 5 7 13 12) nu-\ y SLOPE SITE PLAN OQGAN.1( TOP I L S I Li t-11 L LI6NT 71 -is- a 0 INA 11 - 12 13 14 15 16 e" .6) k") T H 0U1 -.DE Ai') CQrrLLE 17 - 18 - 19 - 20 - COMMENTS PERFORMED BY: 52_4_11\ „,.......„,-.4.0.N.\‘‘... .....-"k- Rf• 61.4`‘‘ •,QP-.• • . • . •:setf •••• (°, •• 1 ' t • 4.-4.* 4 •••• 0, • 49TH l'''‘i • d E' 4 • aft• 0 • v .• **** * • 00 .--,,.. o. 2225-E v, , • JUNE 25, 1971 C' '.. • •%"",:o •' •r,,* SS ..•• t , , • • ‘, 44 • •:ni t.,..is k,-•, - -...- 4.-,,, ,f 72-008 (6/79) WAS GROUND WATER S ENCOUNTERED? I\ 0 L - — 0 P IF YES, AT WHAT DEPTH? Reading 7 Gross Time Net Time Depth 10 Water Net Drop s 0 t. 7" 'A NAt) r.. 1 v LE-: - _-_ , , ) TIT qg .V q /I/ . z. 0., t 5 0 , Reading Date Gross Time Net Time Depth 10 Water Net Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) — FT AND ---- FT ,•••* I • ••• (.2 4,440 .1 in k.C2-44.40 CERTIFIED BY: , DATE: 6 - MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: -MAW V R RviAL 1 Y XI SOILS LOG ❑ PERCOLATION TEST DATE PERFORMED: 4/8 /6 LEGAL DESCRIPTION: LOT 5 T3 Loc.K 1 D !_ (MAL I V t l=. )X/ SITE PLAN OR6r4N IC TOP So I L WM 111W 2- 3- 4 5 SILT V+L 1.14 13l2 -o Wnl 6- 7 — 8- 9- 10 11 12 13- 14 15- 16- 17- 18- 19 20 - pooat..-i GeADp.a 04 a 4QAt/aL v4TN • - d • v v I ID co D r r Y RAMV0 [3OVLDIr2S ANC) CO1313LL=$ Y 1 v., OF tq1 . it rT* : 4,9TH .' • • • f,. • : • • COMMENTS • • el •r 0. 2225-E `ch- j UNE 25, 1971•%/4";',0 il SLOPE I WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? ND S L 0 P E Su LANA U RiV -r H MIR ja, s zq 150 Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT PERFORMED BY: 72-008 (6/79) CERTIFIED BY: 1 1Vit icipality of Ancho. ge MEMORANDUM DATE: June 26, 1984 TO: Laura Crow FROM: Environmental Health Division SUBJECT: Request for Refunds - Account # 2460 Please make arrangements for the following refunds, one party has requested his permit be voided he was unable to buy the property. The other applicant decided to have a private engineer perform the necessary inspections in lieu of this office. Vicki L. Kolosky 4208 Rollins Drive Anchorage: Alaska 99508 Sewer and Water Permit Lot 2 Block 2 Woodridge Subdivision Michael Hinkes Star Route A Box 1699M Anchorage, Alaska 99507 Receipt # 275274 Amount $ 145.00 Account # 2460 Receipt # 288042 Amount $ 30.00 Account # 2460 Sewer and Water Permit Lot 5 Block 3 Denali View Subdivision ,1 Cx t-C\Cx Laura J. Ward Office Associate LJW/ljw attachments 91-010 (4/76)