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Home My WebLink AboutSOUTH HILLS BLK 5 LT 6ASouth Hills Block 5 Lot 6A #017-071-33 Certified Drilring Log DOC CO dba BILL & COLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Mike & Beverly Blakeslee ADDRESS: 7501 E. 104th Ave. Anchorage, AK 99516 Bore Hole Data Depth From To LEGAL DESCRIPTION South Hills Block 5 Lot 6A DATE: 3-22-17 0 3 PERMIT NUMBER: OSP171032 DATE OF ISSUE: 3-22-17 TAX IDENTIFICATION NUMBER 107133000 Is well located at approved permit location: ZYesEJNo Method of Drilling: ®air rotary ❑cable tool Depth of Well: 260' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44 feet Liner type Static Water Level: 30 feet Recovery Rate 8 gpm gph Method of Testing Air Well Intake Opening Type: 0 open end Nopen hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 3 feet, to ? feet Well Disinfected Upon Completion: F yes no Method of Disinfection: Chlorine 50 PPM Comments: 3 5 5 34 34 38 38 43 43 121 121 206 206 234 234 260 Casing Stickup Overburden Silty Sand & Gravel w/ Clay Tight Sand & Gravel Water Hardpan Bedrock Gray Bedrock Gray w/ Quartz Bedrock Green Hard Bedrock Gray Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. Well Drilling Pvrtait Nmothe r: fl�arcd Nunjim-r: L,evg�'01 1-kScription Block 1 Uit, OV -14-1 Pimp Instailation Date: Punij:p Intake litfair004m To of W01 Casirm; Pump Mamifacturer's N;iumt; —1 llfa� a— Pump Mwld-, PUMP ' SiZA�: '13 p Viflvs-s Adaptt-r Hurial 0-4�pth --, -- 10' — rect Videss Adapter Mannfact4ireCs Naxite: Y Pidoss A4L# 1)1(-;r In-stAllor., 16Yts C]N4) method of I)Lsinfacti* a: IL - Comments; Pijm,-, p Instatter Name: Compaoty: M=W Date of Issue: Rrop�erty Owner Name & Address - sc� t zip: z �j -, o ,4 Aftentiom. The pump iri-staKer Shall jig-ovide a putup, ivr,taltatiolt, top I " to (141 -site wifltij) 3 °s ctf,ptillq) -,iw -�t Sert 1- - r ie--nt 9,07-343-T,30,41 011 -Site V"Y"a"'ber P a, x "-9',,17 - 4 3 Well Drilling Pvrtait Nmothe r: fl�arcd Nunjim-r: L,evg�'01 1-kScription Block 1 Uit, OV -14-1 Pimp Instailation Date: Punij:p Intake litfair004m To of W01 Casirm; Pump Mamifacturer's N;iumt; —1 llfa� a— Pump Mwld-, PUMP ' SiZA�: '13 p Viflvs-s Adaptt-r Hurial 0-4�pth --, -- 10' — rect Videss Adapter Mannfact4ireCs Naxite: Y Pidoss A4L# 1)1(-;r In-stAllor., 16Yts C]N4) method of I)Lsinfacti* a: IL - Comments; Pijm,-, p Instatter Name: Compaoty: M=W Date of Issue: Rrop�erty Owner Name & Address - sc� t zip: z �j -, o ,4 Aftentiom. The pump iri-staKer Shall jig-ovide a putup, ivr,taltatiolt, top I " to (141 -site wifltij) 3 °s ctf,ptillq) I E en Cr cc sx,m �11 cl 55 Z E en sx,m E Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Boz 196650 Anchorage, AK 99519-6650 Page 1 of 4 www.cLanchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO80242 PID Number: 017-071-33 Name' Mike & Bev Blakeslee Wastewater System: ❑ New i] Upgrade Add... 7501 E 140th Ave., Anchorage 99516 ABSORPTION FIELD Phone: Number of Bedrooms: 5 13 Deep Trench �✓ Shallow Trench ❑Bed ❑Mound ❑Gthec LEGAL DESCRIPTION Sail Rating: 6.0 Total Depth from original grade: GPDIFe North 0.5/South 0.5 Ft. Block: Lot: Subdivision: 5 6A South Hills Depth to pipe bottom from original grade: Gravel depth beneath pipe: N+0.0215+0.01 Ft, N0.51S 0.5 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: N 3.0/S 3.0 Ft 40+40=80 Ft Well: El New ❑ Upgrade Gravel width: Numberoflines: Distance between lines: 5.0 Ft 2 10+ FL Classi0cation (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: no change Ft Ft 200+200 Ftx ASTM D3034, Sch 40 PVC Dnllec Date Drilled: Static Water Level: Installer: Date installed Ft A+ Home Services Yield Pump Set at: Casing Height Above Gmund: GPM Ft. Ft. TANK SEPARATION DISTANCES ElSeptic E] Holding OS.T.E.P. ❑Other: To Septic Absorption Lift Holding ublic/Private Manufacturer: Capadty: From Tank Field Station Tank Sewer Line Anchorage Tank & Welding 2000 Gal. Well 250+ 350+ 250+ NA 80+ Material: 3/16" steel Number of Compartments' 2 Surface Water 100+ 100+ 100+ NA LIFT STATION Lot Line 15+ 10 25+ NA Size: 100 GaL Manufacturer: Anchorage Tank & Welding Foundation 15+ 100+ 15+ NA "Pump on" level at: "Pump off level atHigh water alarm aL 32 in. 22 in. 36 in. Curtain Drain NA NA NA NA Pump Make & Model Electrical Inspections performed by: OSI 20 MOA Remarks. Organics were removed from drainfields and backfilled BENCH MARK with clean filter sand to achieve 4 ft separation to groundwater. Location and Description: man door threshold of northern garage Both primary and secondary drainfields were installed, to be Assumed Elevation: Ft 124.5& alternated annually. Holding tanks at house and southern garage were decommissioned per code. Engineers stamp OF l4 Inspections performed by: Cindy W. Ellis Dates: 1 a 4-29-09 49 TH 9 2nd 4-30-09�j/p............ ......J�,.J'/ ;pjp.v....t-... Development Services Department A proval " A: Reviewed and approved by: / ! Dater ` CI Y W Ellis , (Rcv. Iv00) 7 E -10577 .................. ...........GNB Based upon an asbuilt survey by Shane Holt, LS -6914; dated Oct. 22, 2009. AS -BUILT South Hills Blk 5 Lot 6A Record Drawing of Septic Upgrade Mike & Bev Blakeslee Parcel ID: 017-071-33 Permit No. SWO80242 Cindy W. Ellis, P.E. October 23, 2009 Scale 1 inch = 60 ft N83°51'37"W 153.24' - 3U' 6A A B BVI 143.8 113.6 BV2 144.8 114.7 MTl 144.1, 115.2 MT2 127.5 112.5 M 3 157.6 133.1 MT 145.8 134.3 Based upon an asbuilt survey by Shane Holt, LS -6914; dated Oct. 22, 2009. AS -BUILT South Hills Blk 5 Lot 6A Record Drawing of Septic Upgrade Mike & Bev Blakeslee Parcel ID: 017-071-33 Permit No. SWO80242 Cindy W. Ellis, P.E. October 23, 2009 Scale 1 inch = 60 ft N83°51'37"W 153.24' - 3U' 6A B C D FCO2 BV2 -- 8.4 DCOI 80.5 11.5 DCO2 42.1 16.2 -- STI 40.2 19.6 -- MH 36.4 27.4 -- PV 30.2 25.5 -- FC03 4.7 31.6 -- Based upon an asbuilt survey by Shane Holt, LS -6914; dated Oct. 22, 2009. AS -BUILT South Hills Blk 5 Lot 6A Record Drawing of Septic Upgrade Mike & Bev Blakeslee Parcel ID: 017-071-33 Permit No. SWO80242 Cindy W. Ellis, P.E. October 23, 2009 Scale 1 inch = 60 ft N83°51'37"W 153.24' - 3U' 6A Ball Valve 2 (BV2) TH1 M 3 controls flow to BV2 c northern trench / MT BV1 Ball Valve 1 (BV1) / 1T4 controls flow to MT2 southern trench M K Both the primary I� and secondary WELL casing to be I drainfields are installed. decommissioned I o Pump Vault (PV) I I FC03 MH I AdvanTex 2000 gal steel tank Wone AX -20 pod B ST1 C 9�G� DCO2 A Sewer line beneath easement Igreater than 5 ft deep and '` — — — — — — 20�OTILITY EASEMENT encased in a steel conduit. Markers installed at surface. FCO2 O Holding tank at garage decommissioned in place. D� GARAGE I . TE I DC01 f I Holding tank at house decommissioned in place. I / " FCb1 o / S1 G MEH USE i m v o -r IzM 3 WW f � LS ILU I< II I I� WELL I 1i100ft Io ,17.- Watkins Engineering, Inc. P.O. Box 22574 ME, ClInOdY K Ellis Billings, MT 59104 CE-tos77 Phone: (907) 360-3389, cwellisakQ maii.com oAL' ••. ..........:.... g ��` FCO, DCO 119.54 119.00 North Trench BV2 MT3 Top of Sand 99.77 Bottom of MT3@ 99.79 South Trench BV1 MT1 Too of Sand FINAL GRADE= 124.0 ST1 124.17 124.10 ADVANTEXffMAN- AX_20 POD STEEL ADVANTEX TANK 2000 GALLON PIPE Final Grade = 103.0 FILTER FABRIC & INSULATION 1.25"0 PIPE 1 VI.VJ- 40.0'— AS -BUILT 124.23 PUMP BASIN MT4 SEWER ROCK MT2 Final Grade = 107.4 FILTER FABRIC & INSULATION 104.94 SEWER ROCK MT1 104.28 Bottom of Excavation 102.48-103.22 Relative Depth of Water in Test Hole = 100.28 Bottom of TH = 97.48 South Hills Blk 5 Lot 6A Record Drawing of Septic Upgrade Mike & Bev Blakeslee Parcel ID: 017-071-33 Permit No. SW080242 Cindy W. Ellis, P.E. November 2, 2009 Not to Scale It r Watkins Engineering, Inc. P.O. Box 22574 Billings, MT 59104 Phone: (907) 360-3389, cwellisak@gmail.com NOTE Original Grade = 100.00-100.27 Bottom of MT4 @99.77 Relative Depth of Water in Test Hole = 95.77 Bottom of TH = 92.97 NOTE Original Grade = 104.40-104.78 Bottom of MT2 104.30 me] Idy W. Ellis CE - 90577 11/02/2009 12:03 8686770 APLUS JUL-16-2009,04:43P FREM:ED'S ELECTRIC INC 272 4590 Inspection Report PAGE 01 TO:868G772 P.1 'Munieipal"ity of'Anchorages Building Safety Division 4700 Elmore Road f2l, e6 ,70 INFO & HELP (967) 142.8211 INSPECTION: VOICE (907) 343.8300 • FAX (907)248.7777 • www.muni.OM Permit # 09-7823 dame same COmparty eds elOCtOO Inspection Date 16•Ju62009 AM Address 7501 Ei40TH AVE Phone 272-4591 Grid SW2940 $Uodivislon 5ouTH HILLS LOT 6A MICS TR n/a Work Desariplidn Instell septic lift station • no underground Insp, perlormed/prBpaid 010 Permit Technician MORISA, MAKIIAMENE G. commenm or Directions call to meet on sits! am Inspection "type Eloctncal:Rotro Electrical Comments (for inspector use only) 1ZooC%3IA lk T I OJ,5-.L- Inspectorfe u- IZ ! Date / (e " W 00 OO 'I W V ti 0 0 _ _HILLSIDE_ WAY N 8305373.24' / ° I GARAGE � I I II I �7 — — — — — — — — — — I 20' Uy,Llry EASEMENT -r--f-------------- I I -, 1 1 SHED I I e I I 1 I I I GARAGE I I I I CONCRETE I I I I � � I � I 0. . DECK / O SINGLEFAILY Uo RAMEHOUSE - � I 34 I I I I 'WELL I I I I I I I I I N 89050'00"E 152.42' EAST 140TH AVENUE II _OF ACq�'� 0 ,P.-'49 THW� ............................... 9 SHANE A. HOLT O". LS -6914 AS -BUILT SURVEY NO CORNERS SET THIS DATE SCALER"=40' I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 6A, BLOCK 5, SOUTH HILLS SUB. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE STRUCTURES OR FENCELINES. PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON, DATED AT ANCHORAGE, ALASKA THIS 22ND_ NOTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES _ DAY OCTOBER OR LOCATE STRUCTURES. LAU HOLT D SURVEYING 11163, FB I- 13 137-73 TEL. 345-5513 Municipality of Anchorage Community Development Department On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://vmw.muni.org/onsite • (907) 343-7904 Well Decommissioning Log Legal Address:>� /A Subdivision �� h' /1S Block 3 Lot S� T R Section Lot On-site Water & Wastewater Program certified contractor performing the well decommissioning: Nam / 7� Signature: oel ,� 9 g: AMC 15.55.0601-1 a. ❑ ❑ c. Well decommissioning data T p�j Method of decommissioning: b. 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 on the drawing, Note: The swing-tie distances shall be measured from elther permanent structures or the property comers. ^•r •-�•�•�r �•=�•••w•Q•�r^�=�R oc, •,wo•ounan1y oamntytvn ane Water am vvastewatenrormstcaent ForMaXWell Decommisioning forrn.doc N S 83045'42-E5314• ^ _ Nt lannbby Wiliam FlemmkV, t.S-5773; dated 911=001 South Hills Bik 5 Lot 6A Site Plan for Septic Upgrade Mike & Beverly Blakeslee Parcel ID:017-07133 Qndy W. Ellis, P.E. October 23, 2008 Scale: l' - 60' I I lot I -T— � I � EXISTING j HOUSE I I / I 1 .90 i 1 WELL I � i 1 Watkins Engineering, Inc P.O. Box 110443 Anchorage, AK 99511.0443 Phone: (907) 349-1851 Fax: (907) 349-1934 Crewdson, James A. From: Moeller, Laura Jo Sent: Friday, March 30, 2012 9:40 AM To: Crewdson, James A. Subject: South Hills, Blk 5, Lt 6A - 7501 E 140th Ave Right of Way Section has no objection to the septic system which encroaches into the Utility Easement at subject location. Letters from the utility companies servicing the area also state no objection. Laura Jo Moeller Right of Way Plan Reviewer Direct Line 907-343-8424 Main Office Line 907-343-8240 Fax 907-343-8250 moellerlj@muni.org MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Nov 04, 2008 Expiration Date: Nov 04, 2009 Permit Number: SW080242 Parcel ID: 017-071-33 Legal Description: SOUTH HILLS BLOCK 5 LOT 6A Design Engineer: 0844 WATKINS ENGINEERING Site Address: 7401 E. 140TH AVE Owner Name: MIKE & BEVERLY BLAKESLEE Lot Size: 73120 SQ. FT. Owner Address: 7401 E. 140TH AVE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907)343-7904( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: 1)l-7lo� • �I�YT%�//I �,r/11r /.cam Municipality of Anchorage --� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-071-33 Property owner(s) Mike & Beverly Blakeslee Day phone Mailing address 7401 E. 140th Ave., Anchorage, AK Zip Code 99516 Site address same Zip Code Legal description (Sub'd., Block & Lot) South Hills Block 5 Lot 6A Legal description (Township, Range & Section) Lot Size 73.120 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Q Septic Tank Q Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 5 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ 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. W. , P.E (Signature of property ow+ or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: I D/3 O/00/ Date of Payment: Receipt Number. _�I `lG, fi S Receipt Number. (Rev. 11/05) Watkins Engineering, Inc RO Box 110443, Anchorage, AK 99511 (907)349-1851 cwellisak@gmail.com October 23, 2008 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: South Hills Blk 5 Lot 6A Proposed Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation to upgrade the septic system for the referenced 5 bedroom house. The house is currently served by a holding tank. A detached garage is also served by a holding tank. It is proposed to abandon the tanks in place. It is proposed to Install a new AdvanTex AX -20 with a pump basin and (2) 5 -wide drainfields. Both a primary and a secondary drainfield will be installed and will be alternated. The mounds will be covered with topsoil and seed. The proposed design is based upon a test hole dug on May 19, 2008. There was groundwater influx at 4.5 ft when the hole was dug, and it was determined to be 5.0 ft below grade after 7 days of monitoring. On October 2, the water level was at 6 ft. The maximum proposed depth is 0.5 ft. Soils will be excavated to the bottom of the organics and backfilled with clean filter sand to 0.5 ft. The test hole was dug to a total depth of 7.3 ft and encountered silty sand. A percolation test conducted between 1.5 ft and 2.0 ft resulted in a rate of 1.3 minutes per inch. A deeper perc test between 4.5 and 5.0 ft resulted in a rate of 1.2 minutes per inch. An application rate of 6.0 gpd/ff is used in the design. The soil log and perc test data are attached. Proposed Soil Absorption System: 5 Bedrooms x 150 GPD/BR = System Type: Application rate: 750 GPD / 6.0 gpd/ft= _ Maximum Depth: Effective Depth: Dimensions: 750 GPD AdvanTex w/5 -wide 6.0 gpd/ ft' 125 ft' required 0.5 ft 0.5 ft (each) 5 ft x 40 ft= 200 ft Sewer Upgrade Permit Application for South Hills Blk 3 Lot BA Watkins Engineering. Inc.; October 21, 2008; page 2 There is an abandoned well casing on the lot, and it will be decommissioned per code. It is proposed to tie in the house and both existing garages to the septic system. There are no living quarters in the garages. There is currently a bathroom in the southerly garage, and there are plans to install a bathroom in the northern one. There are no surface waters or private wells within 100 ft of the proposed septic system. The drainfields will be located more than 50 ft from the road cutbank to the north. There are no other slope concerns. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851. Sincerely, 44i46W� Cindy W. E is, P.E. President I 1 8 1 j 7 6 1 1 5 4 1 1 3 I I I I I I I I I I I I I I I I I I BLOCK 4_ I I 1 1 0 I I I I WELL I/ 1 o f \ WELL I I _74/_ HILLS�EyyAY --� 1 ___ WELL I ; / Z - 0 8— I•WELL jI 7 TH2 6A I I I 1 I ��= / j \ I 1 ICo co 7-1 -F�roposedtrenches: I I BLOCK5 I I J 1 1 4011 by s n wide, insulated MTs mound •�$ r i iL ( \ I = / I 1 1 decommissioned a 1 1 1 1 i— I 1 tlecommissioned I I , 1 1 D I I I Proposed / 1 1/ \ I I 0 1 1 Pump Vault 1 1 I I I I) ---- J L--------1 1 1 1 --_ —1 LWELL° I I r— _ U ease nt — ----J L --- I I Proposed 2000 gat _ _ I I AdvanTextankw1 I Holding tank to De —"— -- one AX -20 pod I I y, IdepcQmmissioned / r--- I I EXISTING I 3ccaa I I I I GARAGES_ C CR I I Holding talkat house 1 I I I I to be decommissiart 1 1 I I APpx 1 �_igplace. I 1 I I Driveway I I WELLI 1 � I g I I 10 WELL . 11 172 WELL 13 1 114 South Hills Blk 5 Lot 6A _ Site Plan for Septic Upgrade Watkins Engineering, Inc. <•`'��F q�gsCp Mike & Beverly Blakeslee �, •. f 0� Parcel ID:017-071-33 o y .49 �". ....V P.O. Box 110443 v.:G�llcc>!cy ELLIS v Cindy W. Ellis, P.E. 0•; '•. October 23, 2008 Anchorage, AK 99511-0443 °or�.y; 70•.� p�, ,�� Scale: l a 100 Phone: (907) 349-1851 Fax: (907) 349-1934 ° goo S 83°45'42"E 153.24' E Proposed trenches: 40 ft by 5 ft wide, insulated mound with MTs --_---H LI LSID WAY M 0 M O I o I � Z I Proposed Pump Vault I South Hills Blk 5 Lot 6A t �00000 Site Plan for Septic Upgrade ;y��. oF•A.[ °ynpoo Mike & Beverly Blakeslee Watkins Engineering, Inc. ohti?' ?� O e . 49 IH Ica fn Parcel ID:017-071-33 0 ••.•-••,••••:••_•;•:•.••.•• Cindy W. Ellis, RE P.O. Box 110443 October 23, 2008 Anchorage, AK 99511-0443 Scale:1' - 60' Phone: (907) 349-1851 Fax (907) 349-1934 WELL casing to be G ,1� decommissioned I Proposed 2000 gal / AdvanTex tank w/ l I one AX -20 pod I �G I Sewer line beneath easement to be at least 5 ft deep and in I encased a steel conduit --- --— � 20'UTILnY — EASEMENT Holding tank to be — — — decommissioned in-place. �t- I I GAR, G I I CONCRETE I Holding tank at house This site plan is based upon APRON I to be decommissioned in place. a plot plan by William Fleming, y -- LS-5773; dated 9/122001% T \ I \ I EXISTING l HOUSE l I \ IW R°loo, l N I I� I WELL South Hills Blk 5 Lot 6A t �00000 Site Plan for Septic Upgrade ;y��. oF•A.[ °ynpoo Mike & Beverly Blakeslee Watkins Engineering, Inc. ohti?' ?� O e . 49 IH Ica fn Parcel ID:017-071-33 0 ••.•-••,••••:••_•;•:•.••.•• Cindy W. Ellis, RE P.O. Box 110443 October 23, 2008 Anchorage, AK 99511-0443 Scale:1' - 60' Phone: (907) 349-1851 Fax (907) 349-1934 7 cc T a ov 0 c dm c 4) 99 N Vl 99 Co P m 0 0 0 :. 10 i%oTHII Proposed trenches: 40 ft by 5 ft wide, insulated mound. 1.25" PVC pipe w/3/16" holes, 16" OC. Primary & secondary drainfields installed. T1230' I o 6A I I I Proposed 2000 gal I AdvanTex tank w/ I one AX 20 pod I I Proposed Pump Vault w/dual outlets' I WELL casing to be decommissioned FCO I I I I I ��t .�g�C� I (j I Appx I driveway F — — — — -----ILU ---------- --1w -- --- 20'UTILITYEASEMENT soil cover Test Hole #1 Holding tank to be I decommissioned \ I =o in place. I co I� I EXISTING Holding tank at house G GA I to be decommissioned I in place. RETE I A RpC I 1 South Hills Blk 5 Lot 6A Proposed Septic Upgrade Design Mike & Beverly Blakeslee ParcellD.017-071-33 Cindy W. Ellis, P.E. October 23, 2008 Scale i inch a 40 ft 1 0 M CD a 0 0 0 HILLSIDE AY i Proposed Trenches Top Soil I & Seed 2' minimum soil cover Test Hole #1 i sui ton 5/19/2008 1.25" pipe I Org -05 .. 0.5 It sewer — — rock I 1.0 — — — b Filter I I � Sand I SM/ML --:4-5 Water @ 4.5' SS�Gp�� 5 5 C;0C�0 I LBOH Lj 7.3 -------------------- --------------- I I I I I 1 I I I I 1 Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 49 TH !w:7 Municipality of Anchorage Development Services Department Building Safety Division ate. On-SRe Water and Wastewater Program 4700 South Bragaw St. P.O. Boz 196650 Anchorage. AK 995196650 www ci.anchorage.ak.us (907) 3437904 Soils Log - Percolation Test Performed For: Mike & Beverly Blakeslee Date Performed: 5-19-08 Legal Description: South Hills Block 5 Lot 6A Township. Range. Section: NA rran Test hole #1 �ptn shallow perc o�rr Organics SMI 1.0 brown ML 2.5 ML I grey 7.3 11 20 - WAS GROUND WATER Date ENCOUNTERED? yes IF YES. AT WHAT DEPTH? 4.5 Depth to Water After 5-20-08 Monitoring? 5.0 Date: M11108 I Water at 6' on 10/2/08 Reading Date Gross Time Net Time Depth to Water Net Drop 1 5-20-08 3:08- 3:16 8 6-0 6 2 5.20-08 3:18-3:26 8 6-0 6 3 5.20-08 3:28.3:36 8 6-0 6 4 5-20-08 3:38-3:46 8 6-0 6 5 5-20-08 3:47-3:55 8 6-0 6 6 5-20-08 3:57-4:05 8 6-0 6 PERCOLATION RATE 1.3 (mnrawA) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 1.5 FT AND 2.0 FT COMMENTS 4 hr presoak prior t0 test. PERFORMED BY: Cindy W. Ellis / Rocky Trainor ) 1u(,sr {{/ `LC�L� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEL ES IN EFFECT ON THIS DATE. DATE: O -d9 Municipality of Anchorage Development Services Department Building Safety Division On -Sae Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.d enchorareIlk us (907) 3437904 Soils Log - Percolation Test Performed For. Mike & Beverly Blakeslee Date Performed: 5-19-08 Legal Description: South Hills Block 5 Lot 6A Township. Range, Section: NA Slope Site Plan Test hole #1 deep perc Depth (Feet) Organics t.o SM/ brown ML 2.5 grey ML 'Ifl WAS GROUND WATER ENCOUNTERED? YES IF YES, AT wHAT DEPTH? 4.5 Depth to Water After 14onitorhq? 5.0 Data: 5/28108 Reading Date Gross Time Net Time Depth to Water Net Drop 1 5-20-08 3:10- 3:15 5 6-0 6 2 5-20-08 3:17-0:24 7 6-0 6 3 5-20-08 3:25-3:32 7 6-0 6 4 5-20-08 3:33-3:41 8 6-0 6 5 5-20-08 3:42-3:49 6 5-20-08 3:51-3:59 8 6-0 6 7 5-20-08 4:00-4:08 8 PERCOLATION RATE 1.2 pmbrkrlq PERC HOLE DIAMETER 6 TEST RUN BETWEEN 3.0 FT AND 3.5 FT COMMENTS 4 hr presoak prior to test. PERFORMED BY: Cindy W. Ellis / Rocky Trainor ) CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Boz 196650 Anchorage, AK 99519-6650 wwwd.anchora(le ak us (907) 343.7904 Solis Log - Percolation Test Performed For: Mike & Beverly Blakeslee Date Performed: 5.19-08 Legal Description: South Hills Block 5 Lot 6A Township, Range, Section: NA Test hole Slope 2Slr-1—r-1 I I I Depth Organics 1- 1.5 2-5 3- ML 41 3.5 5- SM! 6- ML 7' BOH 6.6 11 12 1 18- 19 - WAS GROUND WATER ENCOUNTERED? YES S IF YES. AT WHAT DEPTH? 4.0 L Depth to Water Agar D Monitoring? 3.2 P E Date: =8108 water ®4.1' on 10/2/08 Reading Date Gross Time Net Time Depth to Water Net Drop 1 5-20-08 4:02- 4:08 6 6-0 6 2 5-20-08 4:12-4:20 8 6-0 6 3 5-20-08 4:23-4:33 10 6-0 6 4 5-20-08 4:354:45 10 6-0 6 5 5-20-08 4:464:56 10 6-0 6 6 5-20-08 4:575:07 10 6-0 6 • """"^' •"^ ^^' r •.+ t m ) PERG HOLE DIAMETER 6 TEST RUN BETWEEN 2.0 FT AND 2.5 FT COMMENTS 4 hr presoak prior to test. PERFORMED BY: Cindy W. Ellis / Rocky Trainor I PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL V vwv CERTIFY THAT THIS TEST WAS IN EFFECT ON THIS DATE. DATE: /O -Z4-oy ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND Michael and Beverly Blakeslee THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this or Day of OC�� of200g Michael � by and between Beverly Blakeslee, : 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 Wastewater Treatment System (AWWTS), described as AdvanTex AX -20 South Hills Blk 5 Lot 6A located at 7401 E. 140th Ave. . Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an A W WTS 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 A W WTS 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 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 the requirements of this agreement, the conditions of 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 zero (b U .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. 4. Terra. 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 AW WTS 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 will all applicable ordinance, laws, regulations, rules and orders for the AW WTS. 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 AW WTS Operating Permit. 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 A WWTS Operating Permit is: annual C. Owner acknowledges that the fine schedule for failing to maintain and repair an AW WTS 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 system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the A W WTS 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 AW WTS. 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 effect the validity of the 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, modificd or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. 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. Michael or Beverly Blakeslee 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 l sw. 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 govem 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: STATE OF ALASKA TIIIRD JUDICIAL DISTRICT MUNICIPALITY: By: Titic: Date: ) ss. The foregoing instrument was acknowledged before me this24 day of fid• 20L, by NOTARY PUBLIC FOR ALASKA My Commission expires: 0 ` 4--J ) ,ent By: Alaska Water and Wastewater Can; 907 338 3246; May -1-01 10:34; Page 2/4 • Munieipllity of Anchon9e DEPARTMENT OF HEALTH 8 HUMAN SERVICES 825'L" Street, Anchorage. Alaska 99502.0650 SOILS LOG - PERCOLATION TEST �,, �r�� / S10775 JUN 4 20YI �ria'"-1 PERFORMED FG `a'FPSE DATE I F QZ ._ ��.� Tn..�nahin panne. Section: LEGAL 1 2 3 4 5 6 7 6 9 10 11- 12 13 14 15 16 17 18 19 20 COMMENTS Day.vP )K7 IV/3--Ml P00:671 ear S"17 5....n„ 6441.41 - beet'".. 440 —;0 INIt II SW Lce+tiu ML - vEry �a1LT -f(/ISL1IALLy Y-44*1, ns < WAS GROUND WATER ENCOUNTERED? IV S L IF YES, A7 WHAT p DEPTH? P E Depth to wm Ulu pr1, "q? One: PERCOLATION RATE 102 tminutwwic") PERC HOLE DIAMETER TEST RUN BETWEEN 3 FT AND 27.S FT r '•ll�-!_RTIFY THAT '`$ TEST WAS PERFORMED IN PERFORMED BY: �nLQJ Ilg1 ACCORDANCE WI 'ALLSTATE AND MUNICIPAL GUIDELINES 1 EFFECT ON THIS GATE. DATE 72-0Da IR". Vas) ant By: Alaska Water and Wastewater Con; 907 33B 3248; May -1-0 Munidpauty of Anchorage • DEPARTMENT OF HEALTH & HUMAN SERVICES S25 -L" Steal, Anchorage, Alaska 99502-0850 SOILS LOG — PERCOLATION TEST c .. Ahm,6-1 ywp - DATE PERFORMED FOR: "'� S� Township. Range. SeCIJOm c[.S SITE PLAN LEGAL DESCR I►TION: SLOPE 1H 1l�.• 2 WAS GROUND WATER 10 3 /V`L/C.M SILT w, LIGr+, S L 4 IF YES. AT WHAT UF�y mak, •1 D:.y;. DEPTH? — P fi 12 s ilawlay NITN 1ZATc.o {Is I'%171+ Tom, , na+r. M ar 417 O+Ic 14 RMdinp D't. G o.. Tim. $ Turt I" I �'` I �-1 18 _ h- AD Is too a .. 17 ,ia 20 •• 18 1 fl PERCOLATION RATE I ..AewwKPI PPERC HOLE DIAMETER TEST RUN BETWEEN 3 FT ANO mil n fT •r _ - /Ses✓_ COMMENTS II n* •. N TIFY THAT W TEST wAS PEAFORMEO IN PEAPORMEO p 1 rill Y ACCORDANCE ALL STATE AND MUNICIPAL GUIOELINES� fECT ON THIS DATE DATE: 72-0W 1?>"-vaSl WAS GROUND WATER 10 ENCOUNTERED? S L 11 IF YES. AT WHAT O DEPTH? — P fi 12 r mor M ar 417 O+Ic 14 RMdinp D't. G o.. Tim. Turt I" I �'` I �-1 18 _ h- AD Is too a .. 17 ,ia 20 •• 18 1 fl PERCOLATION RATE I ..AewwKPI PPERC HOLE DIAMETER TEST RUN BETWEEN 3 FT ANO mil n fT •r _ - /Ses✓_ COMMENTS II n* •. N TIFY THAT W TEST wAS PEAFORMEO IN PEAPORMEO p 1 rill Y ACCORDANCE ALL STATE AND MUNICIPAL GUIOELINES� fECT ON THIS DATE DATE: 72-0W 1?>"-vaSl ant By: Alaska Water and Wastewater Can; 907 338 3248; May -1-01 10:35; Page 4/4 T>..rr Rt. - v.,wR�•iii�yr.i� S.*..Z-. KQA.. t t ■ a 7 I P. aa• { i rod F 1 \ sop \ -TO,"1 c I :: J• ' Tw'2 N I �• it Y- _ END2 _,jXS RVEYCEXMICATIOM _ mOAASlCAP *IoAR RO1r00RfT10. A��l�CLTi1Q4i Q HtJb w TACK • I A A880CIATtb �tiooio Baa Ak M1140 WlTit.... /7 12, LL�T2'd SlTs ,\drT iLT 97 - i000 %T9 Municipality of Anchorage Page 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: ~,,,,3 ~'70 IO~ PIDNumber: OI-/-071- 14- ~e: ~~ ~CL~ ~ y~ ewater System: ~ New B UPgrade Address: ~A Bhone: ~--q~--~'~b ~-g'~ 0 Deep Trench LEGAL DESCRIPTION ~o,,*,.g: GP~ Total Depth4rom original grade: Township: J Range: / Se~ Fill added above original grade: Number of lines: istance between ~ines: Gravel width: New ~ Upgrade ~ Ft. Ft. Classificatio~ (Pdvate~ Total Depth: ~ Total absorption area: Pipe material: Yield: Pump Set at: Casing He~:] TAN K _ Ft SEPARATION DISTANCES u Se~t~ ~Ho~.~ U TO Septic Absorption Lift Holding Public/PrivateI Manufacturer: Capacity in gallons: From Tank Field Station Tank ~,,er Line, ~C~ ~ ~OO Number of Compa~ments: Sudace Water ~ Cep(p ~¢+ LIFT STATION LOt '~% ~S'* Size in g,llons: IMa~ Line Remarks: BE~OH MARK Location and Descriptiom %~S ~ ~~, ~6 ~ Assumed Elevation: Inspedtions pedormed by: ~ ~~ Dates: 1st ~8 ~ Department of Health and Human Services approval ~?~,... [j Reviewed and approved by: Date: ~/¢/~ 72-013 (Rev. 9/91) MOA 25 SW970103 AS-gU]]LT BENCHMARK FOR 500 GAL, HOLDING TANK IS TOPI tOF GAS LINE WHERE IT ENTERS ON THE EAST FINAL GRADE = 98.7+ BC = 13,3I ~ / ALARM t APPROX, LINE TO I WIT GARAGE 10' HBO LINE PER LOCATE DON~ ~ SCHONSTEBT MAX-51BX,-~, i' 6 PID~, 017-071-14 HOLDING TANK AO00 GALLON HOLDING TANK IN BASEMENT GARAGE GENERAL LOCATION OF GAS SERVICE LINE TO THE GARAGE, C/B HOUSE FOR 4000 GALLON HOLDING TANK IS THE GARAGE FLOOR, ASSUMED ELEV, = lO0,O0, INVERT ELEV, = 98,25 TOP TANK = 98,75 GROUND OVER TANK VARIES FROM 102,9 TO 103,8 £FIVKRVARIEg FROM 4,B' TO 5.0' ~/ELL AS-BUILT DRAWING~ PREPARED FOR: PREPARED 9Y~ DATD LOT 11, BK 5, SOUTH HILLS S/D CHARLES BELGARDE ALASKA WATER & WASTEWATER 7/23/97 GARNESS SCALE~ 1' = 30' -7953 ..' wORK ORDBR~ 'I$10NS DATI~ PAGE t 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 WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970103 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES OWNER NAME:CHARLES BELGARDE/HARRY YAFFEE OWNER ADDRESS:7841 WAYZATA BLVD. SUITE 111 MINNEAPOLIS, MINN. 55426 DATE ISSUED: 5/21/97 EXPIRATION DATE: 5/21/98 PARCEL ID:01707114 LEGAL DESCRIPTION: SOUTH HILLS BLK 5 LT 11 LOT SIZE: 36738 (SQ. FT.) NUMBER OF BEDROOMS: 6 THIS PERMIT: 6 THIS PERMIT IS FOR THE CONSTRUCTION OF: HOLDING TAMK 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 AMD THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18A~tC80). 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 SANE DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1.) PROPERLY DECOMMISSION UNDOCUMENTED LEACHFIELD. 2.) RECOVER OR INSTALL FOUNDATION CLEANOUT AS REQ'D. 3.) INSTALL DOUBLE CLEANOUTS BETWEEN TANKS IF APPLICABLE. RECEIVED BY: ~'~ /~'~ ~~.~.~.~. / DATE: PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMA-N SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT NUMBER:SW970103 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES OWNER NAME:CHARLES BELGARDE/HARRY YAFFEE OWNER ADDRESS:7841 WAYZATA BLVD. SUITE ill MINNEAPOLIS, MINN. 55426 PARCEL ID:01707114 LEGAI, DESCRIPTION: SOUTH HILLS BLK 5 LT 11 SOT SIZE: 36738 (SQ. FT.) NDMBER OF BEDROOMS: 6 THIS PERMIT: 6 ?'HIS PERMIT IS FOR THE CONSTRUCTION OF: HOLDING TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PERMIT DATE ISSUED: 5/21/97 EXPIRATION DATE: 5/21/98 JUN 2 3 ]997 Municipality ul Ancl~orage Dept, Health & Human Services i. THE ATTACHED APPROVED DESIGN. 2. ALI, REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND ].5.65 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, SEAl, ED AND HEATED TO PREVENT FREEZING ~. THE FOI, LOWING SPECIAL PROVISIONS. . .=~.IAL PROVISIONS: 1.) PROPERLY DECOMMISSION UNDOCUMENTED LEACHFIELD. 2.) RECOVER OR INSTALL FOUNDATION CLEANOUT AS REQID. 3.) INSTALL DOUBLE CLEAMOUTS BETWEEN TANKS IF APPLICABLE. RECEIVED BY: ISSUED BY: % Water & Wastewater June 21, 1997 8471 Brookridge Drive ~ Anchorage ~ Alaska 99504 (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Design Revision for Lot 11, Bk 5, South Park S/D HOLDING TANK To whom it may concern: A permit (SW970103) was issued to install a 4000 gallon holding tank on the subject property. During the installation, it was found that the existing 1500 gallon septic tank could not he used (as a holding tank), and had to be abandoned (crushed and filled). In addition, it was discovered that the garage was served by an another septic tank (near the northeast corner of the garage) and then discharged to the undocumented drainfield. In the garage there is a bathroom, stove, and kitchen sink, but no bedroom. In order to attain grade fi.om the garage to the new 4000 gallon holding tank, because of the burial rating on the tank, it would have been necessary to move the tank further to the north and rotate it 90 degrees. This would have resulted in the tank encroaching into the water service line setback (10 feet), or the natural gas service line. Moving the tank between the garage and the utility easement wouId have been to confining, and would likely have required the relocation of the electric and phone services line. Based upon these facts it seems that the best solution would be to put a small hotding tank at the northeast end of the garage (abandon the old, undocumented septic tank). Anchorage Tank, has indicated that they would be willing to construct a 500 gallon holding tank, complete with an alarm. The alarm will he mounted in the garage. Attached is a drawing which showSthe location of the proposed tank. 1 am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Because we are in the middle of the project, an expedited approval would be appreciated. If you have any questions, please contact me at 337-6179, 244-9612, or on my digital pager at 1-800-481-I 162. Thank you for your assistance. /\ Sincer , , ;' Princ[pal (J GENERAL :ATIDN DF LOT 7, BK 5 SOUTH HILLS UNDOCUMENTED SEPTIC SYSTEM ON THIS LOT (?) COULDN'T FIND RECORDS AT ~HHR, BK 5 LOT 5, ~K 5 LOT 4, ~K 5 HILLS S/D, SOUTH HILLS S/D SOUTH HILLS IDEVELOPED /ELOPED UNDEVELOPED XCEPT FOR 500 GALLON HOLDING TANK, 4000 HOLDING TANK. LOT 10, ~K 5 SOUTH HILLS S/D, PRIVATE WELL & SEPTIC SYSTEM LOT il, DK 5 SOUTH HILLS S/D, LOT 18, BK 5 SOUTH HILLS GALLON HOLDING TA I LOT 13j BK 5 SOUTH HILLS UNDEVELOPED WELL o o WELL WELL NOTE THAT THE WELL RADIUS'S SHOWN ARE / ~--~"'"'" ~ 75 FOOT DUE TO THE FACT THAT THE PROPOSED UPGRADE IS A HOLDING TANK, REVISED SEPTIC DESIGN' LOT 11, BK 5, SOUTH HILLS S/]] PREPARE]] FOR: CHARLES :SELGAR]]E 1~ = 100' PREPARED ]SY~ ALASKA ~/ATER & WASTE¥/ATER NVIS D ADANDON EXISTING SEPTIC IN THIS AREA. PROPOSEC 500 GALLON HOLDING TANK- APPRDX, LINE TO GARAGE 10' Ha0 LINE ]ATIDN DF HBO SERVICE P~R LOCATE BDN~ gEHONSTEDT M?X-51B~%. . ELECTRIC SERVICE LINE AND ATU LINE RUN IN THIS BETWEEN THE NG LINE, AND THE UTILITY EASEMENT, 4000 GALLON HOLDING TANK GENERAL LOCATION OF GAS SERVICE LINE TO THE GARAGE, REVI~ED SEPTIC DESIGN~ PREPARED FOR~ PREPARED DATE: 6/21/97 HOUSE FOOT WELL RADIUS WELL LOT 11, BK 5~ SOUTH HILLS S/D CHARLES 3ELGARDE ALASKA WATER & WASTEWATER I]]RAV/N: GARNESS ISCALE: 1~ = 30' W ter & W l teW lter 8471 Brookridge Drive ~ Anchorage ~ Alaska 99504 (907) 337-6179 N Fax (907) 338-3246 Consulting Engineers May 8, 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 Rei2 Sewer Upgrade for Lot 11, Bk 5, South~q~lt S/D HOLDING TANK To whom it may concern: The existing 6 bedroom house is served by a private well and an undocumented septic system. Numerous test holes have been dug on this lot by S&S Engineering, Toben Spurldand, P.E., and Alaska Water & Wastewater. Due to high groundwater, or impermeable soils, all of the test holes indicate the site is unsuitable for an onsite septic system. Attached are the logs for the test holes done by Alaska Water & Wastewater. Given the site restrictions it is my recommendation that your department allow us to install a 4000 gallon holding tank. If the existing 1500 gallon septic tank is still in good condition, it is the intent to connect the holding tank and septic tank in series, to provide a total volume of 5500 gallons. With the high groundwater conditions, it likely that there will be buoyancy forces acting on the holding tank when it is empty. The buoyancy force on a 4000 gallons tank is approximately 33,400 pounds. The resisting force is the soil cover (assume 2 feet of unsaturated soil) and the weight of the tank. The weight of the tank is about 3000 pounds, and the weight of the soil (assuming 90 lb./fi3) is approximately 19,300 pounds, for a total force of 22,300 pounds. Providing a factor of safety of 1.5, the total resisting force should be 50,100 pounds. I am proposing to place 3 feet of gravel fill over the tank area, and above the orynal grade, which will provide an additional resisting force of 36,465 pounds (assuming 110 lb./ri°). The total resisting force will then be 58,765 pounds, which will provide a factor of safety of 1.75. 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. Ti hnk you for your assistance. .E., M.S. MUNICIPALITY OF ANcHOP, AG~ ENVIRONMENTAL SERVICES DIVISION RECEIVED l, THIS IS NOT A SURVEY, TIlE LOCATION OF ALL STRUCTURES, WELLS, AND SEPTIC SYSTEMS IS APPROXIMATE, THE CONTRACTOR SHALL FIELD VERIFY ALL SEPARATION DISTANCES PRIOR TO CONSTRUCTION, ELL M;O,A, LOT 7, BK 5 SOUTH HILLS UNDOCUMENTED SEPTIC SYSTEM UN THIS LOT (!) COULDN'T FIND RECORDS AT DHHS, LOT 5, ~N 5 SOUTH HILLS INDEVELOPED -NEW 4000 GALLON HOLE LOT 4, DK 5 SOUTH HILLS S/~ UNDEVELOPED TANK, LOT lO, BK 5 SOUTH HILLS S/D, PRIVATE WELL & SEPTIC SYSTEM PER M.O.A, RECORDS _BT 11, BK 5 SOUTH HILLS S/D, LOT 18, BK 5 g~UTH HILLS GALLON HOLDING T~ LOT 13, BK 5 SOUTH HILLS S/3, UNDEVELOPED WELL o o WELL WELL O NOTE THAT THE WELL RADIUS'S SHOWN ARE 75 FOOT DUE TO THE FACT THAT THE PROPOSED PREPARED FOR: PREPARED BY~ DATE: 5/8/97 CHARLES BELGARDE ALASKA ~/ATER & WASTE~/ATER I ]]RAWN~ GARNESS ISEALE: ]' = iOD' EXISTING BRAINFtELD NEW I PRflVIDE BURIAL RA BE GALLON HOLDING TAN~ . HOUSE FOOT WELL RADIUS WELL SEPTIC SYSTEN UPGRADEt LDT 11, BK 5, SUUTH HILLS S/D PREPARED FUR~ PREPARED BY~ DATE: 5/8/97 CHARLES BELGARDE ALASKA ~/ATER & ~/ASTE~/ATER ! DRA~/N~ GARNESS ISCALE: l" = 30' ~ GOOD CONDITION, LEAVE IN PLACE, ANK HAS HOLES IN IT~ REMOVE TANK PLACE NEW 4000 GALLON HOLDING IN SANE LOCATION, ,TH PERFORMED FOR: LEGAL DESCRIPTION: 1 14- 15- 16- 17- 18- 20- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST COMMENTS Depth to Waler Alter Monitoring? Oate: DATE PERFOR 7 Township, Range, Section: J~/A, SLOPE i SITE PLAN WAS GROUND WATER ENCOUNTERED? ,F YES, AT WHAT DEPTH? ~,~ pO E Gross Net Depth to Net Reading Date Time Time Water Drop PERCOI ATION RATE ~%' ~O (minutes/inch) PERC HOLE DIAMETER -- PERFORMED BY; ~--~' ~~ I ~-'~"-~-~=~ CERTIFY THAT THIS TEST ~VAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) PERFORMED FOR: LEGAL DESCRIPTION: 2 4 7~ 9- 13- 15 16- 17- 18- lg- 20- COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WAS GROUND WATER ENCOUNTERED? Township, Range, Section: ~ SLOPE SITE PLAN IF YES, AT WHAT lA I~ DEPTH? I~ pO E Depth to Water A~ter Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ ~:)~ (minutes/inch) PERC HOLE DIAMETER ~ aa TEST RUN BETWEEN FT AND ET 72-008 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 2 8- 10. 13- 14- 15- 16- 17- 18- 19-- 20- COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORI Township, Range, Section: ~J f~ SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ]A SL DEPTH? ~ pO E Depth lo Waler Alter Monitoring? Dale: SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ ~:~ )minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~* ~'" FT AND ~"°~ FT PERFORMED8Y: ~'~-~ ~2~'~'-~'( , ~'~--~¢~'"~-~ CERTIFY THAT THIS TEST ~/AS PERFORMED IN ACCORDANOE WITH ALL STATE AND MUNIOIPAL GUIDEUNES IN EFFEOT ON THIS DATE, DATE: 72"008 (Rev 4/85) T.SPURKLAND P.E. 203 WEST 15TH. AVENUE SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Jim Cross Municipality of Anchorage Department of Health and Human Services September 5, 1995 MUNICIPALITY OF ANCHORAGE Department of Health & Human Services On-Site Sewer/Well Permit Application NOTE:Application must be filled out completely [') ¢~ SINGI~E F,~[vllL~Y DUELLING Property Owner Name dj-IF~-~ (~A~ lxIotx~ Mailing Address ~'7.%>(.21 ~ ~ /qOJ.~G Legal Description LO T- It 5Jcl '~ ¢¢'J ~ 14;tt Lot Block Lot Size ~ .Q~_l'a, '~)5% Acres/Sq. Ft Number of Bedrooms: ~ Parcel Identification Number Day Phone Zip Code Subdivision Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jacuzzi, or Water Softener Unit? _ If yes, which one? / This application is for: Sewer Only Sewer and Well Sewer Upgrade Cf Well Only I certify that the above information is correct, I further certify that this application is being made for a Single Fa]~l, ly Dwelling Proped~wn er/Well Driller Fees: ,-~3 ' ~1 Receipt¢ Z~,%--"~'//- mite 72-012 fRev 10/86) Inspections will be conducted by: t,,/ Approved Engineering Firm Municipality (permit fee included) T.SPURKLAND P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 11, BLOCK 5 SOUTH HILL CLIFF GAGNON Groundwater at 7 Ft. A'43/~.~ J~o Use BioCycle with 1500 gal septic tank ¢' Soil Rating. From test August 15/1995 g and 11 min/in - 4 gal / sq. ft. No. of Bedrooms 5 Required Area per Bedroom: 150/. 4 - 37.5 sq.ft.. I Total area required: 5 x 37.5 = 187.5 sq. ft. Use 5 Wide Trench SYSTEM CONFIGURATION 1500 GAL SEPTIC TANK BIOCYCLE AEROBIC PACKAGE PLANT 5-WIDE TRENCH TOTAL LENGTH 37.5 FT. TOTAL DEPTH ~ "4~T. LAKE OTIS GRAVEL I FT ROCK DEPTH .5 FT. COVER 3 FT. ABANDON EXISTING SYSTEM The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. pg.1 PERFORMED FOR: LEGAL DESCRIPTION: DEPTH :2- 5- 5- 7 8 9- 10- 12- 14- 19 20 COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LIFF G. A-(-) Township, ~an~o, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT DEPTH? pO E Depth to Water After Monitoring? Dale: Gross Net Depth to Net Reading Date Time Time Water Drop /~-I/, ~, :% ~V,~' /~ rs, ,- ~- PERCOLATION RATE // (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ ~//~ FT AND ~ FT ~ERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PE.EORMED FO": CLIFF O'/--\G NOiX/ LEGAL OESCR,PT,O": k~'~' Ii, 'B K 6~ .~, ~ CE-2225 .~<~ DATE PERFORMED ~. Township, Range, Section: 13 14 15 16 17 18 19 2O SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Aller / Monitoring? 7 S Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER ~EST.UN EETWEEN b C ~^~o h~i F~ PERFORMED BY: ~ ",~ I CERTIFY TH/~ THIS ~EST~.WAS PERFORMED IN 72-008 {Rev, 4/85) L~ I l TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. AK. 99501 LOT 11 BLOCK 5 SOUTH HILLS S/D CLIFF GAONON 7501 EAST 140TH, SEPTIC SYSTEM DESIGN DATE: JULY II, 1995 SHEET: I/$ GRID: 2940 -,--,-"~ r .......... SC-AL~E,, J ~ 52 t-}~ 100 1~5 .~T~ ~ ~ 5 W/DE Df~A/NFILED-- ~tO~ I 3ZSFF LDN5 I I 4 FT DEEP I I ]2" LA/<E OTIS 6PAVEL . I I TOBBEN SPURKLAND P.E. 205 W 15TH, AVENUE ANCH. AK. 99501 (907'~ 279-3916 LOT 11 B£OCK 5 SOUTH HILLS S/D CLIFF OAGNON 750t EAST IZ, OTH. II SEPTIC SYSTEM DESIGN DATE: AUGUST 30, 1995 SHEET: 2/5 GRID: 2940 ,,/~ 1-I/4" PV£ Schedule 5/16" Holes ~ 5- WIDE TRENCH ® B[UCY£LE SECT/ON 4" Nalfplpe 6" LONG' 1-1/4 PVC No/es PolnBng Up .? PURKL ~ 5 Ft. of Cover 4" Topsoil 6" Sewer Rock 1-1/4" Disf/bufton Pipe M/raft 140 1' LAKE OTIS GRAVEL BIOCYCLE PLANT Myers Pump MEdO 4/10 NP BENCH IdARKL: Discharge 1500 5AL, S£PTI£ TAN/~ EXI£TZN5 [OBBEN SPURKLAND P.E. 205 W 15TH, AVENUE AK. 99501 BIOCYCLE AERATED TREATMENT PLANT LOT 11 BLOCK 5 SOUTH HILLS 7501 EAST /dOTH. AVE II SEPTIC SYSTEM DESIGN DATE: AUGUST 50, 1005 SHEET: 5/5 GRID: 5156 AN(}]i(~, /( ,, ~!u ;' ; ; (9o/) ?{ !s, <Permit ~: 820541 January 31, 1983 TO: Permit Applicant Subject: Lot il Block. 5 South Hills Subdivision A permit issued by this department for an individual well and/or on-site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log needs to be sent to this depar~nent for documentation of the installation date and to close the ~ermit. If a private engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files and documentation. If there are any further questions, please call this office at 264-4720. S incerel~ Robert C. Pratt, R.S. Acting Program Manager Sewer and Water Program RCP/ljw enc: Copy of Permit SWP/057 ~, SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: ~/*~ZT'r/7 ~------~::~"~ LEGAL DESCRIPTION: ,~ ,~/ ~/~ 1 2 10 11 14 ~7 ~8 20- COMMENTS PERFORMED BY: James B. Roberts No. 151~-E SLOPE DATE PER FORM ED: ~,~Z~ ENCOUNTERED? P E IF YES, AT WHAT DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN ~J (minutes/inch) PTAND ? --ET 72-008 (6/79) SOILS LOG PERFORMED FOR: LEGAL DESCRIPTION: 2 3 4 5 6 7 8 9- 10- 11 LIT'( OF ANCHORAGE MUNICIPALITY OF ANCH~tI~ ~, vr',T'~ ~. DEPARTMENT OF HEALTH AND ENVlRONIV~A~Pt~O~'EC,'~ON;i :4 825 g Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST ~ ~' ~9,~2 REC EI._V_E D, 13- 14- 15- 16 17- 18- 19- 20- COMMENTS SLOPE SITE PLAN PERCOLATION TEST WAS GROUND WATER ~ ENCOUNTERED? ~ O P E IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) CERTIFIE~,~''- 72-O08 (6/79) MUNICIPALITY OF ANCHORAGE COMMUNITY PLANNING AND DEVELOPMENT P.O. Box 196650 Anchorage, Alaska 99519-6650 PRELIMINARY PLAT APPLICATION OFFICE USE REC'D BY: ~)L A. Please fill in the information requested below. Print one letter or number per block. 1. Tax Identification No. 2. Street Address Ioltltol~lJlll~l 171¢to1,1 I~1 I¢1¢1o1111111111111111 NEW abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34). ~o¢~ ,I,'1~1¢1~1 I~1~1~1¢1 IjolM~I~I III I I I I I I [ ii I I FIIIIIIIIIIIIIIIIIIIIIIIII ' 4. EXISTING abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on back page. IIIIIIIIIIIII IIIIIIIIIIIIII 5. Petitioner's Name (Last - First) I~qLI~I~I¢I.~ILI~I¢I I,,1~1~1,,1~1~1 '~1 Address 7..,~'*~/ ~'/¢'0 City/-'~ ri ~'~,k~ ~:~..? ¢--- State Phone# ..~ ~,/'~ -/~'~ ~' Zip FAX# ~f~'- ~ 7,~ 6. Petitioner's Representative 5j~_../.,~~ Address City. State Phone # Zip FAX # 7. Petition Area Acreage 8. Proposed 9. Existing Number Lots Number Lots 10. Grid Number 11. Zone II L~I~I~I~I IIIIIll 1111111 13. Community Council I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision, lalso understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have to be postponed bY Planning Staff, Platting Board, Planning Commission, or the Assembly due to administrative reasons. Date: ~-,~- ~/- Of 20-003 (Rev. 6/00)* Front Signa'~re *Agents must provide written proof of authorization. FROM.: ~ARNONE --NG SUC PHONE S~p. 08 2000 ll~13PM P1 // ~UILDING SITE PLAN LOT ~&6, BLOCK 5 ~DUTH HILL ~/D PROPOSEO~ .~EXtST'G " 56'x60' GARA GE}~ WEEL' TOE OF P ·= ,~ /~ T~ OF PROPOSED PR OSED DR VEWAv~ EXIST'C : · RAGE EXIST'G DRiVEWAY~! C,\Wor WXDRA WING\MIK~8,)] WG l~Oth Ave PANNONE ENG, SVC, LLC P, n, BOX 102954 ANCHORAGE, ALASKA 99510 QQ'S'' MUNICIPAL11TY OF ANCHORAGE O Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 017-071-33 Expiration Date: 0Q 1. GENERAL INFORMATION Complete legal description South Hills Block 5 Lot 6A Location (site address) 7501 East 140th Avenue Current property owner(s) Blakeslee Mike & Beryerly Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: Fx� Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well (] Private Septic Fx] Water Storage ❑ Holding Tank El Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ O0 Waiver Fee $ Date of Payment 5 2 0,22 Date of Payment Receipt Number 007106 Receipt Number COSA# 0SC2,?, 1 a H Waiver# 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, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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 (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE -- --- - -- - - -- - .� System #1 Approved for System #2 Approved for Disapproved Conditional approval for 5 bedrooms bedrooms Phone (907) 745-8200 Date 22©67Z - bedrooms, with the following stipulations: xi'tOFfAAi- i UIV WATER AND Cn o WAST! v`'ATER o /J /t /JJ By: 110A.6)vj� Original Certificate Date:_E; 1 19 a0 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other _ COSA Checklist blue sheet Legal Description: South Hills 5 L6A If more than 1 septic system on lot: COSA Checklist # 1 of 1 Parcel ID: 017-071-33 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test 1.8 gpm Date drilled 3/2017 Water storage tank volume none gallons Total depth 260 ft Well disinfected for coliform test? ❑ Yes R No Cased to 44 ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate .558 mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) 24 in. Collected by PES Date of flow test for COSA 5/9/22 Date of Sample 519/22 Static water level at beginning of test 30 ft. Comments this is a bedrock well- flow is subject to the opening and closing of rock fissures B.� TANK DATA Age of tank(s) 14 years Tank type/material '-'.P1VMfl Measured operating fluid level in septic tank na ❑ Standpipes/foundation cleanout per record drawing Date of pumping Advantex D. ABSORPTION FIELD DATA wide trench Which system tested (date installed) 2008 ❑ ALL standpipes present per record drawing Total measured depth from grade 3.1-3.3 ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet C. LIFT STATION ❑ Required maintenance completed Age of lift station 14 years Lift station material steel Comments: advantex Adequacy test date 5/9/22 Results ❑✓ Pass For 5 bedrooms Fluid depth prior to test 0 in Water added 750 gal New depth 0 in Elapsed time 24 min Final fluid depth 0 in Absorption rate 750 gpd Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' 0 Yes if No Community Sewer Manhole/Cleanout > 100' Q Yes if No ft �] Yes if No Neighboring Tank > 100' F,71 Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' Fv] Yes if No Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' 0 Yes if No F/1 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' R Yes if No ft [-v� Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 21 Yes if No ft Surface Water > 100' ft ft ft ft ft F Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' Fv� Yes if No ft Private Wells > 100' Q Yes if No Water Main > 10' ✓Q Yes if No ft Community Wells > 200'✓0 Yes if No. Water Service,Line > 10' a Yes , if No ft If, septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' E✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑/ Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Water Service Line > 10' Yes if No ft Community Wells > 200' Surface Water > 100' Q Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 220 ;S 7,v— -- COSA Checklist yellow sheet ft ft El Yes if No ft El Yes if No ft [AkivanTexe Fi-eid maintemnee Repwt Annual Inspection Mike & Beverly Sla oslee 'W1 L K 511 Azk up 0 AX- I 209"� S)OVUS0242 Retrieve O&AT Wo Ckjcle flcv, Pert,OrM F -40d pH (64 61 Spbca Hox ............ ....... -, OdOf Of $°#mple Wn, ............. otty ram in P" 'FC -5 i f ........... '4 Audbli, �Vwl A&-wg W;U�rmvs Msj tonee �,tr-kfTmtry ony NO lnr,p#std' Clcan Ptanri Syrtom, I#VPtClailt" v Room 2 11,19 an Ram AnchorageTank 907-272-3543 a Lany Batts Uw"� .41 mn T" -I." e 497_-T-�, 1 tWul 0.11,03170,71 , j� CU'rant r1woom, - ufrev J"SP4zCVC1v;v,n MlvanTeX Filter ia tnz V. t Lxc,:!!; rave trrd:ft-y- _0g) DISC-ilaq-ge purrIp S ;tg,ftj F ioat �Ardp� 1,MPOO/Siervice Otber Sy,*Aem Cbrnpanenjs 1rv,F,f4Ct Maw Spbca Hox ............ ....... Pn,d Plaa Co► Af�, Wn, ............. ........... v Room 2 11,19 an Ram AnchorageTank 907-272-3543 a Lany Batts Uw"� .41 mn T" -I." e 497_-T-�, 1 tWul 0.11,03170,71 , j� CU'rant r1woom, - ufrev J"SP4zCVC1v;v,n MlvanTeX Filter ia tnz V. t Lxc,:!!; rave trrd:ft-y- _0g) DISC-ilaq-ge purrIp S ;tg,ftj F ioat �Ardp� 1,MPOO/Siervice Otber Sy,*Aem Cbrnpanenjs 1rv,F,f4Ct Maw Pn,d Wn, Ciri�6Dn LqL-jprr*c:nt Additiota.-al Sorvikc,-� Re-ndered rJ,:P6ttd UV knr,'Y PATIS t ; W- van -flinty, t3 �; ojjt�jbje jV jr�,mrr eta w area Numbor r!"Etsalwa-ty In'-peIlion no f1wtMer acticn noodcd C-oa for v�rote V (AW,10 I 1xv*0 rtwovatud wmii-lg.'M'l� MY all - entered into as of this Day of of 20 22- , by and between 'R � L-jE Y- WC -g— , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description) (Owner is required to read, understand and initial each section) `W Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. 9 It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS', The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS,," approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiv : er. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality 5 6. thereafter to enforce every provision hereof. Amender ent. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. Jurisdiciion: Choice of Law. Any civil action arising from this Agreement shall be I brought in the Superior Court for the Third Judicial District of the State of Alaska at parties u 7. Severah The laws of the State of Alaska shall govern the rights and obligations of the this Agreement. Any provisions of this Agreement decreed invalid by a court of competent shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 wi STATE OF ALASKA THIRD JUDICIAL DISTRICT The foregoing instrument was e 201,� bv I Jw LEE 911. 94 - ommission expires: Date: 4,5/2z e) -1d before me this/'O day of - I STATE OF ALASKA KA Notary Public Brandi Millar My Commission Expires: :7-o2- MUMCIPALITY: By: Uz/7.'7.�' (signature) PC'irJ2CCa (l _(print name) (rev. 05/18/2018) Date: 511719 0 Title: Page 3 of ?-- -1 86' 6Lt� M,.O£,80o0 N 10' UTILITY EASEMENT o : Of, P4( — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O�o I I 'r @ V Z <0 � WZo y� O �W h O a i,Z9 4 �044000�" e9`�o n. U> A9'88t, 3.,6t,,LOoO S N Nr N LO w O 0 O LO 00 QZ a� W �O � J 00 x m aaM CO > � J! 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O = Q�}r- =W~Z) w W ° az(1)� LIJ fij ,)WOO mQmm =0wp _2iOJ 1 F— C) V uJ w W� _U) t ~ Z W Fz az aw= aU a QOW Fzww UMW J M 0 CCI W oQ> Z�O o�Qw UZUH f�ZO wj::iz 4O�M 0a� OWp= z=al- a�-a0 z WJ WQ z O mF Imo- O LLUQ J (� z OZ VO z V) a0 Sa- 0 � 0O� =0 �LL O0 �W J = JW Um LL aZ M U 0 �Z ~W ZW Z� Z� Z 0 J U) LL W Oz w J U :)0 uj J F W 0 h O' LL U1 °' CO z9z W Q W- m wW zU aLL z � O U tr O Q Cn �U) of OZF- zp() W U t-- u� U) Q z W O > Q) } U M h�0LO aLL'g6 m0E- ¢¢Ow 00=t - W z } H lr W IL O a W z 5 Of W I -- w 0 O 0 w W m O F I-- 0 O z W Q z z a J W Q x 0 W a a Q 0 w 0 U O J W Q z 0 U)W ,ui W: zF- u,� W :DU tY zF W U LL w } f - Z .Q QU ui O 1- J 0x z0 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 ParcelI.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING -O"-/J -- lz:fr-'''''' NAA# '~-~0/~,(-~ ~-~ GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner Mailing address Lending agency Mailing address Agent ~ -¢~'t/~ Address Day phone/~! Z~'") ~--~b--~ ~¢ ~ w ,'7"F~- /// Day phone:~zt- Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~o 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. /ks 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. Name of Firm W&ste?.,~,tet'Ser~lCeS ,/t Phone ~¢~ 7~/ 7 ~ 8471 s¢oo~r~dg~ D~.~ D ~ Address /~A~?50~ k~ ~ EngineeYs signature ,~ .. A~ ~ Date ~/~,/(~ ~ DHHS SIGNATURE ,,. Approved for ~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments ) c' . ,,.~ 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 DH HS 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% work. ~uINIC. IPALITY OF ANCHORAGE I~NVI'ROt~4~N;rAL SERVICEs DIVISION Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES R E6E ! V Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (g07) 343-4744 Legal Description: A. WELL DATA Well type ~) V~--' Log present (Y/N) Total depth i (o (~ I Sanitary seal (Y/N) Health Authority APproval Checklist L-O~'f- [I.j ~-~'_) ParcelI.D.: ~,,,,-mm ~ u~5 number If A, B, or C, attach ADEC letter. ADEC water system /'~ D~ Date completed Cased to ':~ J / Casing height (above ground) Wires properly protected (Y/N) Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform '7/Z.¢/~/~, Date of sample: 7/l~'/ FROM ~/ELL LOG AT I N S ~P. TE,~,;~/~, g.p.m. '~ q~g-) g.p.m~ Collected by: ~ ~ ~~~' Number of Compartments Nitrate B. ¢~.TT;C/HOLDING TANK DATA N/~-,~J Date installed -?/~/'~ Tank size Foundation cleanout (Y/N). '~J/~' Depression (Y/N) /~O High water alarm (Y/N) Date of Pumping /%*J/,~ Pumper C.~LD DATA LengthD~ i~l~ ~~1 ratingG~l~i~k~re~bb~rlom)w pipe ~,.~ Effective absorption area ~ Depression over field (WN) _ :l:ti::fe:td:iqnU~~st(in.); Immediately~"ult~P~s/~`l) ~~ded (in.):~b~Oms ~~re~s~12 months) (Y/N) If yes, give date 72-026 (Rev. 3/96)* Date installed Size in gallons Manhole/Access(Y/N) '~ lev'~el at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: ~,eff'~holding tank on lot Absorptien field on lot Public sewer main Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM C,?.:*T:$/HOLDING TANK ON LOT TO: Foundation ~ ~ Property line ~-/¢- Absorption field A,/ Water main/service line {0 t+. Surface water/drainage tOOt+' Wells on adjacent lets SEPARA~SORPTION FIELD ON LOT TO: Propertyline__ ~~ ~'i(~a~n~'~~ Wells on adlacent lio~ storage area__ ENGINEER'S CERTIFICATION /e~ I certify that I have deter, rnjt3edth~h~¢ inspections and review in ~li~es in effect on this date. conformance/~H¢~d, Signature ~'~. Engineer's Na~o~'~~. ~ ~' Date HAA Fee $ ¢,~ ¢}~ ' /~' Date of Payment ~'~' ./// / ~' Receipt Nurnber ~'~-)~)Z/Z~:?~ 72-026 (Rev. 3~96)* Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE MEMORANDUM WATER WELL ADVISORY HEALTH AUTHORITY APPROVAL NO. ~97~3S3 During a recent Health Authority Approval on-site in~ection and test of tt~e potable water supply well on Lot Block 5- of %O~i1~ ~LL~ Subdivision, the well's productivity was determined to be0,~ gallons per minute. The minimum well productivity required by this Department (~C 15.55) for a ~ bedroom residence is ~2~ gallons per minute. Although the subject well currently exceeds this minimum requirement, ali parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such'as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. W leer & Wal eeWall er 8471 Brookridge Drive ~ Anchorage - Alaska 99S04 Phone (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers MUNiCIpALI [Y OF ANCHORAGE ~:~umC'~NMENTAi- SEP, VJCE$ DIVISION AU6 1 1 199'/ RECEIVED August8,1997 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: HAA for Private Well & Septic System. Lot 11, Bk 5, South Hills S/D. To whom it may concern: The subject lot has a 6 bedroom house on it which is served by a private well and two holding tanks. The house is served by a 4000 gallon tank, and the garage is served by a 500 gallon tank. Both holding tanks were installed just recently, and the as-built inspection report has been submitted to DHHS. Comments regarding the well are summarized as follows: WELL: The well is undocumented. Anchorage Pump and Well Service (Jim Ridgeway) inspected the well and determined it to be 168 feet deep, and cased to a depth of 31 feet. According to DHHS records, the well on Lot 10, Bk 5 (adjacent lot) is tapped into bedrock at a depth of 38 feet, and only has 38 feet of casing. Given this information, it is reasonable to assume that the well on the subject lot is also tapped into bedrock at a shallow depth (31 feet); however, it is not possible to determine this without mom sophisticated testing. According to Mr. Ridgeway, it appears that there is water weeping in at a depth of 31 feet (where the casing is seated into the bedrock?). This configuration has existed for approximately 15 years, and the well water has yet to be adversely eft~cted. Recent water sampling/analysis found nitrate levels to be approximately .4 mg/1, and 10.B (other bacteria) was encountered. On 7/12/97 a well adequacy test was performed. The test was limited by the fact that the pump was only set at a depth of approximately 30 feet. Prior to starting the test the static level was 14 feet BTC. Water was pumped at an average rate of .98 gpm for 265 minutes (260 gallons). At the end of the pumping period the water level had dropped 11 feet, down to 25 feet. Based upon this data, it is clear that the well will continually produce about 1 gpm. I believe a higher flow rate could have been achieved, had the pump been set at a deeper depth. Prior to the house being sold, the pump ~d~pflr should be set at a depth which will maximize the storage volume in the well casing, and allow for a greater drawdown. Based upon the aforementioned data, it was determined that the well is capable of producing greater than 900 gallons per day, as required for a 6 bedroom house. An M.O.A advisory should accompany this letter. If you have any questions, please contact me at 337-6179, 244-9612, or on my digital pager at 1-800-481-1162. T~nk you for your assistance. /\ Sincerely, ~ / ] \ Jeffrey ~. ~rnessTP~E., M.S. Principal · c.c. Jack White Real Estate, Bob Hood Harry Yaffee