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SHERWOOD HEIGHTS LT 1
COSA Checklist NEW.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No *50+ ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No *50+ ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No *5+ ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No *50+ ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No *50+ ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS *MAY MEET CONVENTIONAL SEPARATIONS, BUT SYSTEM MEETS CATIII SEPARATION DISTANCE REQUIREMENTS. G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 7/26/24 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 7/26/24 Sherwood Heights Lot 1 #020-042-22 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151211 PID Number: 020-042-22 ❑✓ New ❑ Upgrade Name: Vladimir and Alla Kurteev ABSORPTION FIELD ❑ Deep Trench [I Shallow Trench ❑✓ Bed ❑Mound Address 15665 Robin Hood Drive Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.0GPD/SF 'r3.10 ' Z'Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +3.1 Ft. Gravel depth beneath pipe .5 Ft. Subdivision Block Lot Sherwood Heights 1 Fill added above original grade 5.7-6 Ft. Gravel length 34 Ft. Township Range Section Gravel width 15Ft. Beds: Number of Lines 3 Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line Ft. well >100' >100' >100' >75' >25' TANK El Septic ❑ S.T.E.P. ❑ Holding [] Other Manufacturer Advantex/AnchorageTank/Orenco Capacity 1,500Gal. Surface water >100' 37'* N/A N/A Material FAP/Fiberglass Number of compartments Two Lot Line >5' >10' N/A NIA NA Foundation >5' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain >20' >20' Gal. RemarksSee Waiver No. OSV151079. Pump on level at in. Pump off level at in. High water alarm at in. Existing Well on Lot Decommissioned in Accordance with Municipal Code. Pump make and model Electrical Inspections performed by MOA PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer G & R Excavation Drainfield HDPE C01MT D3034 Inspector MEA BENCHMARK (Assumed elevation) 100.Oft Inspection 7/31/15 8/1/15 Location and description dates: Zd 3'd 8/1/15 4'" Garage Slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL 9�i[�11 ':nOF A4 Conditional Approval: Date 4918 A. .... ........ .. .... MICHAEL E. ANDERSON.: r ���:• CE -4381 •:�2_ Approved Date Q.Z ' �111�i N W N C N O IT 1 Nm 1 a (P Nrn I m N D m � m _I 1 I ]J � d N2o� m I l l m '8j'67• l m Z o � o 4" / 38ST"W D — c x mxa0 -0-1 mc o.2. 0 C) O o = 5^ >M o n O g = 3 O 0 w d m 3 N x m < v m r w n V N Po O 30' cn S m O 0 N F- 000 —m0S T ,n V l cn C ci 0 cn FD z A O O m 00 WG 0m a) Rma. 0 1 N 0,m� � � o ?�m0 m3 cov'm �mCD �O D mA N A W � A N N m3 N^ 0 'C w3 Q CD O N N Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Page 3 of 3 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP151211 90.7 93.3 90.2 PID No.: 020-042-22 90.7 �3 1 OG I II II X7.6 TYPG 1rh II 1 OG 85.6 75.6 Groundwater @ 83.8' 5-15-11 34' (Bed Length) 85.6 PROFILE AS -BUILT ,•'�=r' "'� W 49th Scale: NONE s 6 '"n" E. ANDERSON CE -4381 @ i0VM'- 23:3, 907--345-0262 ALPINE fjRILLING PAGE 01/01. tC¢MMurkity Dave%pMerit LJepa"Me On -Site Water and Wastewater Pibgram 4700 On'twe St. • P.O. Box 19£650 Anchctrags, AK 99619 -WW • httOlw" Well Decommissioning La al datrsc: Block Lot ! SubdiviSiOnG�Gl1�� s - -- . (907) 343-7904 R� T Section__ .w. Lot On3lte Water & Westewatar Program certified cenhactor parformtng the well dammmissloaing: Namr+, rr Signature La Wei &=nmlasioning date a:_ �3 ^�„rj�' Methed of dacorranlssisning: AMC 15.55.06OL9 a�• �� _ b. 4oeatWn: Use theSPace paWw to 9rovide d drawing of the ProPe+'IY showing fhe 4dlowinq Items; North arrow • r1dCDPnrnisstane�9 wall, _ Other water wells On the proPeny, 'f-wo saperais swing -46 diatsnces for eech wetl shown on the drawdng, Note: Th, swing -tis distances shah to measured from either psrmanert strucWres or the property comers. R if WI e31 -4J& 04/21'2015 21:43 907-345-0202 ALPINE DRILLIHG PAGE 01/02 Alpine Drilling & Enterprises Permit Number: #SV4'952299 Date ofIssue- 7.29-16 Parcel Identifiont-xonNumlber:020(i42.22t)Cft Date Started: 8-3-15 Date Completed; 3-9-15 Is well located at appanved permit location? x Net [_j Na Legal Description: Shetwoocl Heights Lot f Property Owner Name & Address; Kanto eve A11a & Vlad9mir 97502 W Cocopah 51 Goodvear. Arizona 85338735s Borehole Dasa; Depth (ft} Soil Type, Thi6wess & Wates Strata from TO Method of Drilling x air rotary O cable toot - — — --- -- Casing type: teel SYiclo-azp ? 2 Wall Ihickness:,.rSf inches organics &alit y Gravelly silt s bedrock 7; 77 147 Diameter: 6 inches Depth: 6t feet 1 Liner Type: Diameter �w inches Death: feet Casfn stickup shove ground: 2 feet � v Static water level (ftom ground level): Meet Pumping level: 147 feet after 2. hours pumping 13 gpm Recovery .Rate: gpm Method of resting: air li t Well Intake Opening Type: � — ❑ Open End x Open Hole ,[] Screened Start,— feet Stopped __ feet 17 Perforations Start,•,•_— feet Stopped —_— feet Grout Type: uentonite tmwyles Volume: Z_Uv„s Dearth' —_ Start 0 feet m ed ?feet Intake Depth feet Jp: ump size. hp Brand Namo _ Well Disinfected Upon Completion? x yes [] NO WATER QUALrryTWG ftm�� `S 1 —'''—---__ couioornt Nfttftff.GL ArMlo ""' Method of Disinfection: �— --- — Comments: Well Driller: Adpaaae Drallirg & E'raterpt lees PO Box 110496 Anchorage Aid .99511 l IN 02/11/2016 20:29 907-345-0202 ALPINE DRILLING PAGE 02/02 Development Services Department Building Safety Division *AR ® on-Site Water & Wastewater Program 4700 Elmore RoadP.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor www.mu i o /o sire (907)343-7904 Well Drilling Permit Number: SW Pump Installation Log .29 � J 1a i I Date of Issue: •,'"q � ^ parcel Identification Number. r7�0��'aa�,DDa ] egal Desc OrionPro a Owner Na & A �Yva- �n n �nYAQeI"1 3t q 5 c t� Date: Lt12io Pump Intake Depth Below Top of well Casing: M) feet pump Manufacturer's Name: � ()1, * pump Model: T 505 pump Size l'/_ hp Pitless Adapter Burial Depth: �l feet Pitless Adapter Manufacturer's Name! I TI Pitless Adapter Installer: O JA Well Disinfected Upon Completion? P Yes ❑ No Method of Disinfection: Comments: pump Installer Name: AUoW Pump & WeU Servlce P.O. Box 110496 Aoebomge, AK 9411-0496 Attention: The pump installer Aall provide a pump installation log to the DSD within 30 days of pump installation. am On -Site Water & Wastewater System Permit Permit Number: OSP151211 Tax Code Number: 02004222000 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Work Type: WellSeptic Initial Permit Effective Dates: July 29, 2015 to July 28, 2016 Design Engineer: ANDERSON ENGINEERING Subdivision: SHERWOOD HEIGHTS Site Legal Address: SHERWOOD HEIGHTS LT 1 G:3238 Owner/Address: KU RTEEVA ALLA & KURTEEV VLADIMIR 17052 W COCOPAH ST GOODYEAR AZ 853387356 Site Mailing Address: 15665 ROBIN HOOD DR, Anchorage Lot Size in Sq Ft: 23072 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. �j al Provisions: A well decommissiong log shall be submitted to document decommissioning of the existing well. Special Provisions: The surface water protection berm shall be vegetated prior to approval of the final inspection report. i Received Issued By, Municipality of Anchorage Ment 3, No r Q � N epartment **** VARIANCE/WAIVER REVIEW**** Waiver#: OSV151079 COSA#: Permit#:OSP151211 PID#: 020-042-22 Legal Description: Sherwood Heights, tot 1 Engineer: Artdedson Engineering Applicant: Vladimir and Alla Kurteev Your request for a waiver of the required 1.00 feet horizontal separation from the absorption field and septic tank to the surface water has been approved. The approved separation distance is 37.0 feet. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation. distances be met or another approval from this department, ❑ The affected adjacent- property owner(s) have been given a 7 day notice regarding this waiver. ❑Notarized letter(s) of non=objection_have been received from the owner(s) of the affected adjacent property. Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted.- Date: rantedDate: �~ Approved by ame of Reviewer MUNICIPALITY OF ANCHQRAGd f(ll 092015 Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-3 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcell.D. 020-042-22 Property owner's) Vladimir and Alla Kurteev Mailing address 17052 W Street Goodyear, AZ 85338 Day phone Site address 15665 Robin Hood Drive Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Sherwood Heights, Lot 1 Legal description (Township, Range & Section) Lot Size 20,708 Sq. Ft. Number of Bedrooms Three APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field 0 Initial Single Family (SF) (w/wo ADU) Septic Tank Q Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Tank and Absorption Bed to Surface Water Distance: 37' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. w C (Signature of property owner or authorized agent) Permit/Rush Fees: 7-3(4 Waiver Fees: — Date of Payment: I -A11,5 Date of Payment: Va 5 Receipt Number: Q gzzsC? Receipt Number: oat; Permit No. ___.d{f2P16 Waiver No. C)L,5\/ 15 Permit App__- ::'-.,:c July 8, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 1, Sherwood Heights Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 1, Sherwood Heights Subdivision intends to construct a three- bedroom home on the lot. We are therefore requesting a permit be issued for a well and septic system to serve the new home. The surface are of the lot is small and the available area for the septic system is limited by the presence of ground water close to the surface which makes it difficult to place a conventional septic system. We therefore propose to place an Advantex Treatment System on the lot to provide the most effective treatment of the septic effluent prior to discharge into the surrounding soil strata. The location of the absorption system is shown on the attached Site Plan. Drainage patterns are also shown on the plan and will be modified somewhat as a result of the proposed construction. The ditch on the south side of Diane Drive flows nearly year round. A waiver request is attached to decrease the separation distance from the ditch to the absorption bed to 37'. Two test holes were placed on the lot in the area of the new absorption bed and alternate site. Ground water was found at a depth of 4' below the surface. The percolation rate in the materials encountered was 60 minutes per inch. Our design provides for the bottom of the absorption bed to be at 2' above the ground surface. We are therefore proposing to place a three-bedroom Advantex Treatment System. The absorption bed will be 30' long x 15' wide for a total of 450 square feet of absorption area. The distribution line in the trench will be placed at 2' above the existing ground level. A minimum of 2' of existing material will be removed beneath the bed area and replaced with clean gravel meeting the Municipal Specification for Type IIA Select Backfill. The bed will be covered with 2' of fill and 2" of insulation and 4' of fill will be placed over the septic tank to meet Municipal Code and prevent freezing. The side slopes of the mound will be at 3:1 and extensive landscaping and fill will be required to insure positive drainage away from the finished mound. Lot 1, Sherwood Heights Subdivision July 8, 2015 Page Two The ground surface of the lot slopes from the southeast to the northwest at a 10% slope. The bed will be constructed parallel with the contours of 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 the well proposed for this lot. No conflicts exist between the proposed well and septic system and those in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, w E a 't , Michael E. Anderson, P.E. Attachments .•• 49th _•_? MICHAEL E ANDERSON • No. CE 4381 • July 8, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 1, Sherwood Heights Subdivision Septic Tank and Absorption Bed to Surface Water Waiver Dear Onsite Services Engineer: Very little surface area is available for construction of a septic system on Lot 1, Sherwood Heights Subdivision. The new absorption bed is designed for placement near the southern lot line which is located directly north of a flowing ditch along Robin Hood Drive. The southwest corner of the new absorption bed site is 37' from the ditch. A waiver is therefore necessary from the 100' setback required by ordinance. An Advantex Treatment System is proposed for construction on the lot which provides additional treatment to the septic effluent. In addition, the surface drainage path is away from the ditch at a slight grade. A berm will be placed along the property line to protect the ditch. If the system should ever overflow the effluent would follow the natural drainage path away from the ditch. The elevation of the ditch is currently higher than the existing ground in the area of the new absorption bed. We therefore request a waiver be issued allowing the septic system to remain in its proposed location at 37' from the surface drainage. Sincerely, QQ /n� � `hof c,�,�,C� lam, Michael E. Anderson, P.E. ..�....Oft q<.q�'♦♦ `1r1 # :• 49th ':'Ot MICHAEL E. ANDERSON No. CE -4781 July 28, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 1, Sherwood Heights Subdivision Trench Side Slopes Dear Onsite Services Engineer: Absorption system sites on Lot 1, Sherwood Heights Subdivision are limited by the presence of groundwater and tight soils with few areas acceptable for the placement of an absorption bed. The most suitable area to place the new bed is approximately 22' from the southern lot line. The total height of the fill for the absorption bed will be approximately 5' above existing ground. The 3:1 side slope will encroach onto the berm protecting possible overflow of effluent from encountering the flowing ditch to the south. We therefore request a waiver allowing the slope to be 2:1. The slope will be covered with topsoil and seeded with grass. Maintenance will be provided until a flourishing stand of grass is achieved. The 2:1 slope is standard for fill slope requirements in the Municipality. No erosion of the slope is anticipated once revegetation is complete. Sincerely, wt'd� 'C�� Michael E. Anderson, P.E. 'V . 49th MICHAEL E. ANDERSON ;-156th AVENUE \------- ----- ------------------------------- \•\---------------------- ------------- 1 I \ ---------------------------------I 1A I , I . 2 VA ANT I Ex! , \• 1 1D istim\ Well I I ; I I I I I I I I I I I I I I I I I I I 1 I I I I I a) �C y0 \ 4 VACANT \ I O \ O I I I I I I O w`0 w w I w 5 \• �; ; m Q I , I 1 I �✓1 ---------------------------------------------- -------------------------------OF ' .��.. A #i / 49th `. 1/ /..................................... MICHAEL E. ANDERSON ..: 9a AREA MAP I ♦�: 11 � NO. CE4381 \ � I 1♦X'. „+._z�,p � r•' �� SCALE 1"= 100' SHERWOOD HEIGHTS SUBDIVISION LOT 1 23,072 S.F. 0 M b 80.79 X NOTE: Abandon Existing Well and Holding Tank in Accordance with Municipal Code. Exact Location of Holding Tank Unknown. LEGEND: CO — Cleanout SV — Septic Vent MH — Man Hole TH — Test Hole MT — Monitor Tube FCO — Foundation Clean Out EAST 156TH AVENUE Power_ 103.47 Pole, M Found 5/B" Rebar (Ty p.) \ \ 2'--I RP DETAIL \ ' SITE PLAN \ SCALE 1" = 40' 0 X 109.35 LOT 1, SHERWOOD HEIGHTS SUBDIVISION DESIGN FACTORS: 3 Bedroom Home Perc. Rate: 60 Min./Inch Application Rate: 1 GPD/SF 3 Bedrooms X 150 GPD/ 450 SF/15 SF (Width) = THEREFORE: Cons Place Distribution Pit Coarse Sand to a De and 2' of Cover Over Existing Ground Groundwater 6-15-15 .5' .5' 2' 2' 2' SYSTEM REQUIREMENTS: Raised Bed System Three Bedroom Advantex Treatment System Coarse Sand (As Required) = 450 SF Absorption Area Length 5' Wide Shallow Bed as Shown Below. inal Ground Surface. Remove Organics and Place nal Ground (Minimum). Place Insulation Bed Minimum of 3'. Place 4' of Fill Over Tank. Top 6" of Mound Must Be Topsoiled and Vegetated to Prevent Erosion. Natural Backfill 2" Insulation & 2' Cover (Min.) O O O Drainfield Rock Coarse Sand (See Specification) Clean Gravel (Type IIA Gradation) In Situ ML 2.5' 5' 5' 2.5' 2 71 4" Perforated PVC Holes Down TYPICAL BED SECTION (NO SCALE) NOTE: Grade Area Surrounding Bed to Drain Away. Minimum 6' Separation From Bedrock. i Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. i Minimum 100' Separation From Surface Water or Streams. Minimum 10' Separation From Water Service Line. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5 6 7 8 9 10- 11- 12- 13- 14- 15- 17 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT I, SHERWOOD HEIGHTS SUBDIVISION PERFORMED FOR: VLADIMIR KURTEEV DATE: 6/2/15 PROJECT No.: PARCEL ID#: TECHNICIAN: W. ROBERTS TEST HOLE 1 OG/OL SANDY SILT W/GRAVEL ML DENSE/DAMP BOH @ 12' SLOPE WAS GROUND WATER ENCOUNTERED? YES N 0 • c9. 49th E. ANDERSON SITE PLAN SEE SITE PLAN 5! z Y IF YES ac WHAT DEPTH? 7' O 10% DEPTH OF WATER AFTER MONITORING: 4' DATEOFMONITORING 0/15/15 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 6/2 1 2:09 1.25" 2 2:39 30 1.75" 0.50" 3 2:41 1.38" 4 3:11 30 1.88" 0.50" 5 3:12 1.25" 6 3:42 30 1.75" 0.50" PERCOLATION RATE: 60 (MINANCH) PER -C. HOLE DIA. 6f (INCHES) TEST RUN BETWEEN: 2.0 FT. and 3.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS TIATF• 7/9/15 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5 6 7 8 9 SOILS LOG - PERCOLATION TEST I LEGAL DESCRIPTION: LOT I, SHERWOOD HEIGHTS SUBDIVISION PERFORMED FOR: VLADIMIR KURTEEV DATE: 6/2/15 PROJECT No.: PARCELID#: TECHNICIAN: W• ROBERTS TEST HOLE 2 OG/OL SANDY SILT W/GRAVEL ML DENSE/DAMP rim. SLOPE 49th E. ANDERSON S 1117 PLAN SEE SITE FLAN t WAS GROUND WATER ENCOUNTERED? YES 10 IF YES (✓i WHAT DEPTH? 6.51 S DEPTH OF WATER AFTER MONITORING: v' O 10% 11 DATE OF MONITORING: 6/15/15 0 14 15 16 17 18 19 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 6/2 1 2:20 2.50" 2 2:50 30 3.00" 0.50" 3 2:52 2.25" 4 3:22 30 2.75" 0.50" 5 3:23 2.50" 6 3:53 30 3.00" 0.50" PERCOLATION RATE: 60 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 2.5 FT. and 3.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/9/15 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND Vladimir & Alla Kurteev THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 8 Day of July of 20 15 , by and between Vladimir & Alla Kurteev herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement 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 Treatment System located at (legal description). Lot 1, Sherwood Heights Subdivision 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). 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 Anchorage Municipal Code (hereinafter, "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. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AW WTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AW WTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AW WTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the tern of this Maintenance and Repair Agreement, the Owner shall maintain their AW WTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AW WTS service and maintenance provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the AW WTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any 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. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: /2 q�� R- I�Uleleeva. Owner: i�L/T��1i7 b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenar OWNER: STATE OF ALASKA THIRD JUDICIAL DISTRICT and Repair Agreement. f°Qiil (print name) ss. The foregoi`n instrument was acknowledged before me 20J�bY VIA�ir iCor�ep�/ �1 o " PUS 4 NOTARY PUBLIC FOR ALA5 My Commission expires: 67-044-7 "] MUNICIPALITY: in Date: /3 - Date: name) Title: MUNICIPALITY OF ANCHORAGE MEMORANDUM Date To: From: x /Z"K Z. Re: —x- /7,7 Signed 91-015 (Rev. 1/81) r Municipality of Anchorage #� Department of Health and Human Services dl"lh5 825 "L" Street Tom Fink, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 June 23, 1988 CERTIFIED MAIL NUMBER P 126 633 105 Walter Thomas 15601 Robin Hood Drive Anchorage, Alaska 99516 Subject: Construction of an On -Site Wastewater System Without a Valid Permit, Lot 1 Sherwood Hgts., P.I.N. 020-042-22 Dear Mr. Thomas: On June 14, 1988, I responded to a complaint that a septic system was being constructed on your lot without a permit. When I arrived at the subject lot I found a trench with sewer rock and perforated pipe in it. This is in violation of the Anchorage Municipal Coder Chapter 15.65, Wastewater Disposal Regulations, Section 15.65.120 A. Also, while at your lot, I discovered the tank you are presently using as a holding tank is located approximately 20 feet from the stream flowing along Robin Hood Drive. This also violates the Wastewater Disposal Regulations. As we discussed at your office on June 15, 1988, the method of wastewater disposal on your lot needs to be permitted, engineered and inspected by an engineer to comply with the ordinance. We agreed that you.would complete this by July 15, 1988. Today I spoke to Stan Hoofard, of the Department, and he informed me that your application for assistance to pay for the required upgrade appeared good. If this is the case, I recommend you acquire this money as soon as possible and upgrade. If you have any question or comment of the above feel free to contact me at 343-4744. Sincerely, �'j P, J�� Daniel J. Roth Civil Engineer On -Site Services ALASKA RUIROnUTRL COnTROL SHUNS, InC. Engineering & 6nuironmenlal Studies July 20, 1988 Municipality of Anchorage Department of Health & Human Services 825 L Street Anchorage, AK. 99501 Attn: Stat: Hoofard Re: Lot 1, Sherwood Heights Subdivision Dear Mr. Hoofard: `dUNICIPALITY OF ovr�^.vo DEPT. OF HE. s WIRONMENTAL AUL 2.1 1c.,�Q QECEI`v'a I have examined the subject lot several times. In the early 80's we had done a series of soil tests on that lot. The lot is very wet. There is from 1 to 4 feet of peat. One former owner attempted to installed a ditch to collect the water and route it off of the lot.. It was only slightly successful. There is a ditch of flowing water on the south. East 156th Avenue is not .built and water is flowing off of it. The well location is shown on the attached sketch. It's location severely limits the use of this lot. The lot would support a peat mound system. Personally, I am optimistic that a peat system would work for him. This site would be a good research site for another system. You may want to discuss this with Lee and Jewell. However, until the research is finished and the MOA decides what it wants to do with peat systems this alternative is probably out of the question. Right now his only apparant option is a holding tank. I would also recommend that he limit his water' use to reduce the costs for pumping maintenance. Here is my estimate of work to be done: Engineering Site plan Design & Specifications Inspections and as -built MOA permit fee Holding Tank & Installation Let me know what you desire. �CC�dnth, OSS $100.00 150.00 80.00 90.00 $420.00 $3500.00 Sincerely, Leroy Reid, Jr., hD, PE Presid t 1200 West 33rd Auenue. Suite B • Anchorage. Alaska 99503 • (907) 5615040 Municipality of An►chorage August 19, 1988 DEPARTMENT OF PUBLIC WORKS (3500 East Tudor Road) P. O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 786-8160 TOM FINK, MAYOR Walter. and Violet Thomas 5601 Robin Hood Drive Anchorage, Alaska 99516 RE: Sherwood Heights Subdivision, Lot 1 Dear Mr. and Mrs. Thomas: The above described property was platted July 17, 1968 which is, prior to the date of the area wide rezone Area G-5, April 3, 1984 As per. chapter 21.55. of the Minicipal Code, lots of record may be developed with a single family dwelling and accessory structures even though such lots fail to meet the requirements for the area or width or both, that are applicable in the district. Further more, setback and lot coverage requirements applicable to those nonconforming lots shall be those of the zone with the largest lot area requirement within which the lot would be conforming. A mobile home was placed and occuppied prior to the date of zoning without the requiir.ed permits. Since the use has been continuous and did not cease for a period of more than one year the use of the mobile home would be considered a nonconforming use of land. This nonconforming review pertains to Title 21 Land Use Regulations only. Other requirements must be reviewed by the Agency or. Department involved: example, Health Department concerning sewer and water. If you have any questions regarding this letter please call weekdays between 8-9 A.M or. 4-5 P.M. at 786-8345. Sincerely Michael Kerr Zoning Enfor.cemeny Officer Building Divsion MK/blh mkl/thomas T. Municipality o Anchor j a1x 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARI MENT OF HEALTH AND ENVIRONMEN FAL PHOIEC[ION December 31, 1980 George King Rampart School Rampart, Alaska 99767 Permit #k 800052 Subject: Lot 1 Block 1 Sherwood sorest Subdivision A permit issued by this department for well and/or sewer system has expired as of this date. 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 should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, A, A" Les N. Buchholz, R.S. Senior Environmental cialist LNB/ljw enc: Copy of Permit SWP/057 Irl 1.3 Ir -4 I #--- A. r=" f=f L.- I -F w -e 0 F7 " " IE'l- k . j_-1 F-4 F-1 CA E'l DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 'L` STREET., ANCHORAC"*IE, Ak". IL -19501 264-4720 PERMIT NO. 800052 APPLICANT GEORGE KING RAMPART ALASKA LOCATION ROBIN HOOD DR LEGAL LT I BLK :1 SHERWOOD FOREST, LOT SIZE 20000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 2. SOIL RATING (SQ F'F/BR)= 250 THE REQUIRED SIZE OF' THE SOI I... ABSORPTION SYSTEM IS: nL;2 :90 'THE LENGTH DIMENSION THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELE.". THE DEPTH OF A TRENCH OR PIT 1.5 THE DISTANCE BETWEEN THE SURFACE OF 'THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). 'THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH 15 THE MINIMUM DEPTH OF GRAVEL BETWEEN THE ouTFALL PIPE AND THE BOTTOM OF THE E};CAVATION (IN FEET). F;-I.o EE Gll L-1 1 F;,I E: E -w f-5 EF Fm _T' 1 t., _F n r-4 PC ._, 11 0 E :1. 0- 121 t.. -Lo C3 1= -f L L_ f--.9 r-4 w -E. PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. -Ir 14 C:# 11 r-4 �7-- F� EE � _r 1 9_3 " f-7 FfFC-. U � E: LJ I F:." BACKFILLING OF ANY SYSTEM WITHOUT FINAL. INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM "IS., 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL. DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE 15 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS: AND C'ONsTRUCTION DIAGRAMS FIRE AVAILABLE TO INSURE PROPER INSTALLATION. Fz4 E: FR rl I -r EF - .g -."F:14 I F � IF � Ca U F--- EE M 0 FEE FR ai- -1 , -lL ;� PEI I CERTIFY THAT 1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-M,1TE l,5EWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY PE -QUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 2 BEDROOMS. S I 13NED: ___ --------------------- APPLICANT GEORGE KI e c_/ ISSUED ------- V4. 0 825 "I." ST 13 F F"T ANCHORAGE, ALASKA 99601 (907) 264-4111 GEORGE YL SULUVAN, MAYOR DEPARTMENT OF I &At TH AND ENVIRONMENTAL PROTECTION 22, J-980 99767 A uh icy f,c)t 1 13,10CA 1 ShC�':',,Toocl Yorest Subdivisioll (j:o. TlCzTaj,.,- lF19000!)) ,,1n "' '1011 1" In! greulted cm, Pervaits unle-gs work is luldey way C-mu.-JuAcf il-in. pex-m-i 1:Year, lrL ]QUI' 1>1EQ!, 110 CO-Ildlicted by th:'w deprjrtine.,-ji_ for Tll(l Allay 1)(-' -r,-,j)Ca:CCj. t-hrough --r:,e--appj!.(,�atJ,on alld foot;, 1. L i dro,/ J-urc-har ql-wstioils, please conta(:,-t this cjkfic::(,, M. 264-1.720, j. or S ID e a S 1-. ,,fq B/ 1. 1 w -T I AT / December. 31, :1.979 George icing Ramnar_t School Rampart, 1,J_aska 99767 Permit r 790005 Subject: Lot-- ]. Block 1 Sherwood =orasi. SubdiviS_i.on A permit issued by this department n=or well and/or sewer system has expired. Permits are .issued on a calendar year basis, as stated on the per_mit, by authority of: Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer has inspected the installation of the on --site sewer system, please have them send us the as-builts for our files. If there are any further questions, please contact thiS office at 264-477.0. Sincerely, Les N. Buchholz, R.S. Senior Environmental. Soeci5ist LNI3/-1.jw enc: Copy of Permit Irml LJ fl'^^If . p Y F-- ! --i L_» I 7"w" DEPARTMENT 017 HEALTH FIND F.NVIRCiP•ME:AITAL.. F',RO-I'E;C:T:tON .''�••.�2M -'L.-' STREET.- F• ihdl::hUORfir-;F. AK. 995P.1.1 264-4720 PERMIT t•dCl. 90105 ) APF.,L..ICFINT GE:CR13E F•'..ING F::r=lNPART Si-:F'IciOL_•_E'rlMPART Fit., F.;. LOCATION ROBIN HOOD Df;:' LEGAL L.A. Bi . HE F"k'f-ICIOD FOREST t_CI T 'a:• I E: w_C.IC u710 : G!(JARE: F'E1:'I' I'Irl F11 CIF : CI I L AF::Si RP.T I C,N .53,Y5TE;M I r; : TREFdCFI t'IA:;:Ft91_ltl NUMBER OF BEDROOMS, =:. : r�IL_ E:ri'T'Itd�:; +.; ;�I F:`r,: EF::1-- : 541 T'I-IE:. REQUIRED SIZE OF THE SOIL. AL:•a:� I� RPT I I_ N : ,Y: TEr I .-; k::-° EE E.b "i.-1—# ` �t_ L_.... E i^ ! Ci " ' V @ OF THE 0,"C HWITI ON CIN ° V -.p n '['HE LENGTH DIMENSION IS THE LENGTH CIN FEET? OF THE TRENC.:H OF:: F.RflINFIF I...E.,. THE DEPTH OF A TFRENC::1-1 OR PIT IS THE C:TST"ANCE EFTWEE:td 'T'HE ::;URF''f=CE: OF' THE C:iF:C:IUND AND THE. BOTTOM OF THE 0,"C HWITI ON CIN FEET?. 'THERE IS NO :.ET WIDTH FOR TF E_NC::HE�-. THE IwiRl VEL_ DEPTH IS. 'THE: MINIMUM DEPTH OF' GFin,'FIVEL.. BETWEEN THE OLITFI'll..l_. F' T PIi:: FINE.) THE BOTTOM OF THE EXCAVATION (IN FE E'r ). E;?. E:: i'= q p.. r X F-'.' r—:-- .-, ;; E FTI r:.:" F -.d F°-: !F--, _L: M `: FF F'C:F^MIT APPI._IC:ANT HAS 'THE RESPI; Ns.T.EIII_ITY TO INFORM THIS DL=PARTI'EN-l" F:"I.1RTtlG THE:: Itd'�,TALLATICIN INSPEC:TION!,— OF ANY 1-11 LLS ADJACENT 'TCI THIS PROPERTY r9h1t) THE NUMBER OF RE. I r.: ENCF=.' . THAT 'THE bdE;.LL 1411...L SERVE. i - • �:r -..° .�_ �""�: •'' �. p�,::.'�'� p ;A p'-'^�'� 4 @' l r F_:. F;; 7 y P.:•9 �._..II .j. �• ^ �' �' . _.._....._......._... BACKFILLING OF t-Nke SYSTEM I:dITHOUT FINAL INSPECTION At-g:l F'lPPR:Ci1,AL_ Fri Tt, ; CIF'PARTHENT WILL BE SUBJECT TO PRI:J'.-E:C'UTION. M I N i t'IL. M DISTANCE BETWEEN A WELL.. FIND l'it'dY t:It•d `;ITE SE 141-iGE' D I' PO' ,' IL. r':- "t'F t9 Is :1.00 FEET FOR A PRIVATE WELL.; OR' 1,50 'TO 2;F,wi FEET FROM A PURL I C WELL DEPENDING IJF'ON THE-,: TYPE OF PUF,.:1._ I C:: WEt...L._. OTHER RE'G!U f REMEtdT MAY APPLY. . p:r=Ct�ihrChFRJ:IC.iFf1h1.: ARE AVAILABLE TO INSURE PROPER INSTALLATION. I CE:F:TIF'Y THAT J.: I AM FAMILIAR W I T'H THE REQUIREMENTS FOR ON -�i; I T' ::;E:LdE:I=:' ; AND WELL'S . h'CIRTH BY THE MUNICIPALITY OF ANC:HC:IRAGE, 2: 1 WILL INSTALL THE :•'r'=TFt'T IN FICCORDANC:E WITH TETE: C: DF" . I UNDERSTAND THAT THF- ON—SITE SEWER MAY RE(.,:!IJ:I:F;.E E:NL..ARGEFIENT IF FFIC:: RE:-; I DE NC:E IS REMODELED -TO I tdC::L.1.1DE MORE 'THAN E,E'GlRO0r-j.r;• ADPL I CANT GEOF:GE KING s V S'^1 R-1104 1 aF . J[ IF" Fl I— I 'r kv" CA V rE I f .4 �Y 6_-E C) tl p Fl Arta F___ 4/0 DEPARTMENT HEALTH FIND ENVIRI."It•MENTAL. _"OTE:CTli::N 825 �'�.. STREET, ANCHORAGE, Fik::. 9f:. _,:1. N. 7' FE � b @-:.:. PERMIT NO. 7802,90 ) APPLICANT GEORGE: VJNG f:AMPAE:T SCHOOL RAMPART AF': 58"-•8001 LOCATION ROBIN Ht:lf'D DRIVE:: LEGAL L1 A1 SHE;i?b1OI: D FOREST Ln T SIZE 20000 SQUARE ll_IARE=m F FE.1 TYPE OF SOIL AE?SCiE:BTIarta SYSTEM IS: TRENCH MAXIMUM NUMBER OF E<F'DFS'OOMS m ." SOIL RATING (SO t= T,•'E: R) m 250 THE REQUIRED ! IZE OF THE; SOIL ABSORPTION SYSTEM IS: ova E � .._ E' p �" 4 " -V V-1: �?p THE LENGTH DIMENSION I S THE. LENGTH CIN FEET? OF THE TRENCH OR DRF) I NE= I ELE:.. THE DEPTH OF A TRENCH OR PIT IS THE: DISTANCE BETWEEN THE SURFACE OF Tl•lE EiROUND AND THE; BOTTOM OF THE: EXC:AVFITION <IN FEET). THERE IS NO SETT WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL. BETWEEN THE OUTFALl.•, PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). Eg L'- I-1 X F4 E:= V:=" !�-„ Imo:' IF=^ -T"' X K__: -T." F-1 " K : 1 PERMIT APPLICANT HAS THE RESPONSIBILITY TO I r4 ORM THIS DEF'nwrmar DLIR x Nf i THE INSTALLATION INSPEC:TIONS OF ANY WELLS, ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE: WELL. WILL SERVE. ..._... ^w•_ �.F.g I.'.y < s22 > X r.4 Ri:_` , F:" EF «: " I I0 l l4�.a .n F-1 F_? F_ Fe F._'',. G'_"! k...1 _N.. ® '. V` _0 .».....___ ..�..... AAC KF I LL I NG OF ANY SYSTEM WITHOUT FINAL INSPECTION FIND APPROVAL BY TFI T S DEPARTMENT WILL BE. SUBJECT To PROSECUTION. MINIMUM DISTANCE BETWEEN A 14ELL FIND ANY ON-SITE SEWAaEm. DI.SPOS AL_ ":YSTEnm I: 1_00 FEET FOR A PRIVATE WELL, OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WEL-L.. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS ANL: 1"_"ONSTRI.. CT I ON D I FIGRE'It'15. ARE AVAILABLE TO INSURE PROPER INSTALLATION, r=" IE �•_• EE Et "�I F EE w �_ „" ..." ._!_, ".. ; I CERTIFY THAT 1: :E AM FAMILIAR WITH THE RE:f.?U I RE t'1ENTS FOR ON-SITE SEWERS AND I aE:LLe_:-,. A'�. SF.,T FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE IT i.)DUS7.. ".: :E' UNDERSTAND THAT THE ON ITE SEWER SYSTEM MAY REQU I RE' ENLARGEMENT IF THE: RESIDENCE 15 R • DEL -ED TO INCI,.LIE MORE THAN : BEDROOMS. i PLIC:ANT GEORG k::INI3 TO FROM MUN!"DPALITY :+E Pd' rJRAV 'DEPT, OF I'.cAli I S ENVIXQNMENTAL PaV'ii:CTION JAN 5 1919 SIGNED REPLY 4b -, SIGNED ;. D R.difv,rm a 4S 471 Poly Pak (50 sets) 4P471 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY :jewex ancz water Vection �PPLICRNT GE�RGE KJNG BX]4 FPO SEHi7LE N i'OCHTION RO8IN HOU[7lOki _�~(—,J �EGHL LT 1 BLK1 5HE�Wi)OD '�(� v��� LOT SIZE NONE 20006 SOUHRE FEET TYPE 0F SOIL H8SORBTION SYST1 M IS: TREHC|1 NOW IIll IM NUMBER OF BEDROOMS = ] SOIL RHTING (SQ FT/BR)- 230 THE REQUIRED SIZE 0F THE SOIL H8SORPTION SYSTEM IS: THE LENGTH l)lMENSlUH IS THE LENGTH ON FEET) OF THE TRENCH OR DRRIP17IELv THE DEPTH On S TRENCH OR PIT IS THF DISTHNCE 8ETNEEM THE SURFACE OF TOE GROUND HHD THE '::UTTOM OF THE EXCHVHTlOH (lK FEET> lHFRE 7S NO SET WIDTH FOR TRENCHES THE MY IV, DEPTH IS TUMINIMUM DEPTH 0F GRHVEL BETWEEN THE OUTFHLL PIPE HN� THE 8OTTGM OF THE EXCHVHTION (lN FEET) --- �'�iI 1! j! : 113��j': . : I L:. � : ':: �:. ]I i� fl. I jj . I � : � PT 00 KT ������F's i::: �i � � ii� BSCKFTL| ING |)i YSTEM H}THOUT FlNHL IMSPECTI0N H011) HPPROVHL 5Y THAS 0EP!lRTMENT to|L( BSU8JECT TO PROSECUAyr TON. �lNIMUM DTST�HCE BETWEEK 0 NELL HND HNY ON~SIlh SEW6GE Q-ISPOSHL SY5Tkin I� 180 FEET FOR H PRlV8TE WELL GH 208 FEET FOR H PU8LIC NELL 0THER REQUIRE1 � 1ENTS MHY HPP1 SPECIFIUNI fUPTV HAD CARTS TRUCTION 01GRHHS HRE HVH�LHBLE TO IWURE PR(|PER INSTRLLH7lON 251(; E. t-tclor ltoncl 1%11chora1;C-, Al;rskn 99507 276-2221 Performed Ior or -,,Georg IC'tncr _ )r to Per(orr•i"J C;------ --------- --.8/1-176— llesCri l,t i on : hot 1 Block 1 Sherwood Forest Subv. this form re)orts: Soils for - -. atio- - ----- - -..__ -- J - -- -- fcrcoln test Y DepUl Gw -CFI Feet 9 - GW—CH - 2 - CH (1100 ) 3 - CH (400) 4 _' CFI (1100) 5 _ CH (400) 6 _ CH (400) 7 — Gw (85) R - Gw -CFI (P50) 9 - GW—CH ( 250 ) 10 - G'Pl_CII ( 250 ) 11 - GVI-CH ( 250 ) 12 - Gid (85) 13 - G'11 -C'11 ( 250 ) 1 j, -, MI --CH ( 200 ) 15 - GW -CH ( 200 ) 16 - CRI -CH ( 200 ) 17 -• G4? -CH (?^^) 18 - CH (1+00 ) 19 —. CH ( 400 ) 20 — CH (LJ00) 21 - CFI 0100 ) Flat Was ground water encountered? y, s If vus, at r•rirat depth? ---- --- - lRadiny --- -- - - Date` Gross _Time Net Time -- Ucptlr to lti`nlcr -- Ilet i)rip - - - 1011-- - ---- - - - - -- 5" -- - - 12 11 ! — — — — — - - --- ----- — ——3.e..I----— — _ 15- 1(�3" -- - - 40 1 6„ ----- -19n Percolation rate 11,7 per inch - - -------- - --- -. _ _ •Prof ose�l -minute., rnsi.allaOun: Sec ,iye Pit Drain E icicl Oc;rth of Inlet - - ---------- -__-. UCptlr to bottom of frit or trenci, CO' h11ICIITS: S -e €attached :Letter Com?/ (c_r L free Ly:��c�'�yi���_ EQ 010 ((;/7,1) Richard A. Drahn, I'VE. Richard A. Drahn Mr. George King 9452 Canton hoop Anchorage, Ak. 99502 Dear Mr. Kings This Letter will suppleme�_t thesoi.l analysis and percolation test performed on your iot 1, Bloch, 1, s4eA :ooa vorust eubv. on Between 181 and 20.5', a consolidated layer of clay was encountered as indicated by extremely difficult drilling although no gravel was present. At 7.0.51, water was encountered. The water was confined under 'the clay layer and immediately began to rise under artesian pressure. We left the site and retuned two days later to record the static water level at about two feet below ground surface. The hole was filled with water to the surface and the percolation test shown on the accompanying report was made. You have indicated that you will not be installing a seepage trend. in 'uhe immediate future. The purpose of this letter is to provide you with something to show to your excavator and the muni,iplcli.i,y i::. n' althou"l: t,hemalu ilbrought up by the auger was all, clay. We have Indicated the apparent gravel zones encountered that were .logged from the sound of the drill as it passed through the gravel layers. When the trench is excavated for construction, it will be possible to determine a more pr-:cise location of the gravel zones. Sincerely, Richard A. Drahn, P.E. Earl Cuzzort 16 'Sept, _75 :,. 9!-)erwood xt... V j iAll sediments in this E Peat area were very wet. The 1conta.ct between the peat and the Gm to Gw was lk saturated. Thera were several coarse ,,:nd bodies, at approximatly 7 ft that jl. were saturated also. Gm t[7 Gw � 4 _. k , r F ,.' G)'.,tact Yes - f S t 'r Gm to Gw at 1 S5, sq,ft/bdrm Win. .... . . ..rtm ..� .:..-.. _ _ -. .._ -..-. .. . .... .. .. .. ... .. ..-, .. .. ... :a. -:aur r Pereco D , 16 ,Sept 75 )Caev� air/42vt ter- ti CD (') 0') (Y) tir- 01)co cocco c O Q Q. Q (n (U U) CO !a) C J (_ 0 O a� U W U LO N 0 N ti N (.D N cu 0 C O M .Q X W 0 0 0 N N i N ,I. 0 0 N 0 ci U r J w 0 LU U) C: O LD U (D J CD r LO 0) (3) Q N cv U C 0 0 z m LO CD (9 LO T— U) U a) a ca M, Q w LU H W a J Q W W F- D Q) c 0 Q) CL O Q. c N 7 U O E O O a) C'7 KR 10 E 0 Al 0 c 0 a a 0 U 0 0 0 d � ❑. a CL O 3 C in a C +o+ Q 'v --. = Q, a�(n> > Q '� E Q 2 ��Q > .N EN ,_ EL U Qv =�o= N = (>` a) U) O +' 3 i w L CL O '�, > Z Q U E fC O OM w i Q. L Q CL N N u U o E wx N N cC O U) 0in *,o C '� n Ln w E 0 Q O O.Q. 0 0 O a) > Q W W o a) M v N O N Q CLQ + cu Z W U) O o W -�c m cLc (D cLa U Q O v E o m o = Nc n V Q v Q Fm( a 0 a a 0 c 0 a a 0 U :If �S) � � � k I? C? 00 a 0') LU \ LL 0 9 0 � � z � LL / S _ o � �- Em �k � � $ \ U) Qq U) % E� 0 3 # § % ƒ � m @ L « U) O U 2 E IL # 0 %Q 7 O W�C \ / k t o ) � D G b . k co 7 3: 2 ? r_ O CO § $a CL \ \ E G E 3 E E / g 0 o E co § \ U) @ e ® ƒ _0 § E / k> E e ❑ / E k El £ Q J LL e + � C:¥ / Q k Ce� .7 R V ■ 2 Y O O o \ .> — -r � 0> U)o .o 2 — @ D- 0 c 2 ■ o o o z❑ C 2 : Q m ° Q � � k § ° 73 n| .2 > k g G ■ 0 °0 � 0- ƒ k 0a. \ E 0 - p ■ O Z m \ k 2 > a >- a y El @£ §® a w /ƒ cu 0 -Lr- q a k ? § kk 9 0 o w _ 7 § k LL� § CN \ \ ° _ cn o k 7 - ■ k r CL w LL LL0 O m § k 2 CL g Z_w 2 m w w U 0 7 2 w k § co � a. \ f C 2 w Co G 5 D a- Q U 0 e w m «« .k W ■(D C4 v vi t k w m2 # § % ƒ � m @ L « U) O U 2 E IL # 0 %Q 7 O W�C \ / k COSA Checklist NEW.docx COSA Checklist Legal Description: SHERWOOD HEIGHTS L1 Parcel ID: 020-042-22 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 8/4/15 Total depth 147 ft Cased to 81 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 6/27/24 Static water level at beginning of test 27 ft. Well production at time of test 2.5 gpm Water storage tank volume None gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 0.29 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 6/27/24 Comments B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA – ADVANTEX Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 8/1/2015 ALL standpipes present per record drawing Total measured depth from grade *9.8 ft (max) Measured depth to pipe invert from grade 2.8 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 6/27/23 Results Pass Fluid depth prior to test 0 in Water added 450 gal New fluid depth 0 in Elapsed time <5 min Final fluid depth 0 in Absorption rate 450 gpd FIELD STATUS – POST RECOVERY –SEE COMMENTS Effective depth (per record drawings) 6 in (MOA 0.5 ED) Effective depth used 0 in (Final Fluid Depth) Effective depth (ED) remaining 6 in Comments/Deficiencies: Approximate total measured depths from existing grade. *AT TESTING MT went to the bottom of the Type II soils & MOA sand in slow percolating soils per MOA record docs. FYI - there was 45” of fluid in the MT at start, 450 gallons added which brought levels up to 54” in the field MT & within 1440 minutes levels had dropped back to 45”. MOA SAND was subsequently installed in the MTs to the bottom of the field ED – see site sketch. COSA Checklist NEW.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No *50+ ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No *50+ ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No *5+ ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No *50+ ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No *50+ ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS *MAY MEET CONVENTIONAL SEPARATIONS, BUT SYSTEM MEETS CATIII SEPARATION DISTANCE REQUIREMENTS. G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 7/15/24 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 7/15/24 0712412024 14:43 Anchorage Tank 1 FAX)907 277 3715 P.0011001 To: ndl Page; 1 of 1 2024-07-02 00:08;29 GMT 4 608 676 IN ■ N NOR■MdMlt■N ile•NR■■■ R llrar ■I R as ■ RR■ ■ ■■ >� ■e Is now R ■■ ■ [00vanTeie Feld makftnaim Report Annual Inspection PnNAry awwwrMakft r Vladimir & Alla Kurteov Oft Adana. 13685 Robin Hood Drive, Anchorage AK 99516 AX UtO ro R Pod o AX -137280 1421242 Ratrleve "M Into Daily 11ctW psalm ratio Timer settings: Porform Field SamplingAMmlervations NTU (IR a NTUO pH ($-01 DO (2-0 r Odor of Sompl0 iyploal Lt Musty © FwW ❑ Moldy kondyploat ©8uiflde ❑cabbaq El 0--q Qtly film fn pvu ❑ Yea foam in hank 0%@ rwo Check Control Panel Plealra Amps pienhaVa Amps 10 . 7 L) Aud(We and visual ala ms Y. Dial tone oeleme4y OW Elwes No inspeWOvan Pump Sysbom impact Clean RIaer/Ud ..................... $Pik* Bak .................... Flom Gorda ....I .............. Floats, , .. . PUMP................ ....... BlatubiP Filter ..... .. ....... Blotobe Pump vault ............ Recirculating Splitter Valve. , .. - . - f�ortnln9ni0 19073088506 ■ ■ MINOR n� N�1 INlipN N0 M 6 From; Was Anderson AnchorageTa6k 907-272-35,43 omradr At Home Services Tech Gd�etPlwtid 602-300.0767 R7P IML a data of Taal lropedu RTU131237 05124/2024 Measure SludgeMaulm 61uda s let Compar"ant Current P"Jous Current Prevloua ` Additional $:t1►is ndsrad ❑ Clawed tw ay ehpa;sT ❑ Replaced UV Items? E] Napkaoed/UBed other Roms9 2nd 0nnV81tment Current Previous Currant Previous InapmUClean Arum Filter ' Inspao Odor. ❑ Pul�arrt Laterelle{Qrltlole azg Slomatr ormal [D Exna 6 Pratt Bottom Brldginwponding-Nonalminar C) Bumhe Infalo vent lnspeWClaan aich rgs Pump System 1: lnspay�t �" PJaerlUdFlo 8pilea Box P/1 PulnR Flom cords ' inspewsawvloa Slither Systm Componefft Inspect Clean Inspsm Glean ll awootkon rmofpmlmt n ❑ ftperaal Laten&/Cmlces ❑ ❑ t]haen�ttorm Additional $:t1►is ndsrad ❑ Clawed tw ay ehpa;sT ❑ Replaced UV Items? E] Napkaoed/UBed other Roms9 Parts Used; W- WaTrtlnty, B- ElIbbla V epprgprlais asleCti0111 w B italll Nampar 1]estxr(ptlan Fina4bareV Impaction reinstalledled on #C'11=1panel atrlfold raaonnectedi flush valvas domed motivated Sum rVIROM mmiadatlona LiTank 8ysbsm perrormlma; no fuMar ectlon needed neade PUM01nil ❑Ik Tql aanriae Elmer? Date 3& —7 .. 1 - Fax completed form to 1-860-384-7404 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this. '�_ Day ofof 20_RL, by and between 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 AN ADVANTEX SYSTEM located at (legal description) SHERWOOD HEIGHTS LOT 1 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) 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. 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, Irl f repairs or`permitted alterations to the system. Y� 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 Ry 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. 6`} Owner agrees to grant the Municipality reasonable access to test and inspect the p AWWTS. The Municipality will give at least 24-hour notice. Tom) . Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. E,- 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. ,R 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. Nonwaiver. 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 thereafter to enforce every provision hereof. 5. Amendment. 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. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 � N N ig 0 1() �.9 s cC � 9 H A � �S 5.- gm Cd +�--' Q P N cd 9 M 0 M cC a `�`,ueunnprrp, ig 0 1() �.9 s =Cc:: t- I w a- H A � �S 5.- '�Jrr+rru�„µr••• � L Q w o Cd +�--' Q P N cd 9 M 0 M cC a 0 1() �.9 �a H A � �S Q w o Cd +�--' Q P N cd 9 M 0 M cC a -1, L OG -.15 0 2'lanukkkin & Ocvvm+kF t Drainflold Rock L 1-Twl iWe I t-1 IS F H N-11 Ll GcotjI lc::s MOA SAND TO BOTTOM OF FIELD - MICHAEL N ANDERSON, PE INSTALLED MOA SAND —wauslMift.. IN THE MTs PER ABOVE. 3O' (D Ln 00 z Z ANCHORAGE RECORDING DISTRICT, ALASKA PLOT PLAN OF: SHERWOOD HEIGHTS SUBDIVISION LOT I PLAT 68-73 SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance shoul( any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any casements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE: SCALE; E—MAIL: JULY 26, 2024 1 =30' sch ullerokOcim oil. com 24-085 DRAWN BY: ICHECKED BY GRID NUMBER: BOOK PAGE - JLS SW3238 240262 * = FND 5/8" REBAR .08f n - IN I Ai:!Nw AMW OF Air 49TH ?A ?A PA .......... ....... Rd _;0 - cD -.JOHN L. SCHULLER.- 0 R LS -10408 AMW AMW VofessionC\ �-, Sup t L A jN1 -z en 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax