The URL can be used to link to this page

Home My WebLink AboutVALLI VUE ESTATES #1 BLK 1 LT 33Valli Vu Estates Block ! Lo1' 33 #015-322-05 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231214 PID Number: 015-322-05 Dwelling: FQ1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑® Upgrade Name THOMAS HOWARD ABSORPTION FIELD ❑ Deep Trench ❑® Wide Trench ❑ Bed ❑ Mound Site Address 10505 MAIN TREE DRIVE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 907-223-9383 777 3 1.2 GPD/SF JTotal 10 MAX Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 4 Ft. Subdivision Block Lot VALLI VU E ESTATES #1; BLOCK 1, LOT 33 Fill added above original grade SEE DWG. Ft. Gravel length 40 Ft. Township Range Section N/A Gravel width 5 Ft. Beds: Number of Lines - Distance between lines - FL SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 400 Ft2 1 12'+ Ft. Well - _ _ _ _ TANK 0 Septic ❑ S.T.E.P. I] Holding ❑ Other Manufacturer INFILTRATOR Capacity 1530 Gal. surface Water 100'+ 100'+ _ _ Material Number of compartments Lot Line 10'+ 10'+ - - NA PLASTIC 2 Foundation * j 0'+ 10'+ - _ LIFT STATION Manufacturer Capacity Remarks *5'+ TO DECK (2ND STORY) POST Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank EXISTII\ Tank to D3034 drainfield Installer ARM SEPTIC SERVICES Drainfield D1785 CO/MTD3034 Inspector GEG AND M.O.A. BENCH MARK (Assumed elevation) 99.59 it Inspection ectio1� 8/22/2023 2nd 8/22/2023 Location and description 3r' 8/23/23 4'h 8/23/23 TOP OF M H 1 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp �pQ�OQ�O OF q Conditional Approval: Date o 9��4 o a T; Q f Septic J r y` Go, ess: OQO�sf✓ Approvedstem Date ZJZ CE -795.3--aco�OO Note: this approval does not include well requirements. 4 W11100000a�84 permit #Arc tmev uoruu-its) IN PERMIT NUMBER: PARCEL ID NUMBER: OSP231214 015-322-05 EXACT ORIENTATION AND LOCATION OF EXISTING SEEPAGE PIT IS UNKNOWN; CONTRACTOR EXPOSED 5' FROM TANK AND 12' FROM NEW DRAINFIELD TO CONFIRM ADEQUATE SEPARATION NEW IM -1530 INFILTRATOR SEPTIC TANK 10 UTILITY EASEMENT v.,i� MT1 vt 411-- DBUS. OST1 L.1 'r't ora 1T.H.#1 NEW DRAINFIELD —� CONTRACTOR EXPOSED AND CONFIRMED 12'+ BETWEEN TRENCHES � G,O . d. e 4 EXISTING 3 BEDROOM HOUSE KEYBOX LOCATION PER AS -BUILT SURVEY N S 1"=30' AW ♦� Tr *. ..4 �t1......... * 0 u ENGINEERING � SALES �- CONSULTING 0 � ° 0 3T3i 8 E 3LMOP ROAD,...SUITE 108 • ANC1?iF3iA-- ALASKA `F&iCW- L'SO7) n7-6179 `W BSITE. .. t'.�.......,��. .............�.�'.. PREPARED FOR. PHONE NUMBER: PAGE NUMBER. I Cin % �.frey A. Garness�rc/ THOMAS HOWARD 907-223-9383 2 OP 3 �0 x/-7 53 Aw PROJECT/LEGAL DESCRIPTION: DRAWN BY: F % b �2 3Aw VALLI VUE ESTATES 1: BLOCK 1, LOT 33 E3-J.G. �j� FQ ''p•�.��,t,.... „,�,�P�, �4V TYPE OF WORK: DATE: LICENSE,,�1A,;SS\ ��• SEPTIC SYSTEM UPGRADE RECORD DRAWING 91612623 #AECC88a B A DBL1 73.8 16.0 DBL2 73.5 16.2 MH1 72.8 16.7 ST1 71.3 22.2 DBL3 71.4 26.1 DBL4 71.6 26.9 FD 74.3 34.6 C01 106.5 76.6 MT1 107.1 78.6 CO2 93.8 88.5 MT2 92.5 87.9 SWING TIES WERE DERIVED IN AUTOCAD AND DRAWN FROM THE .DWG PROVIDED BY THE SURVEYOR I EXACT ORIENTATION AND LOCATION OF EXISTING SEEPAGE PIT IS UNKNOWN; CONTRACTOR EXPOSED 5' FROM TANK AND 12' FROM NEW DRAINFIELD TO CONFIRM ADEQUATE SEPARATION NEW IM -1530 INFILTRATOR SEPTIC TANK 10 UTILITY EASEMENT v.,i� MT1 vt 411-- DBUS. OST1 L.1 'r't ora 1T.H.#1 NEW DRAINFIELD —� CONTRACTOR EXPOSED AND CONFIRMED 12'+ BETWEEN TRENCHES � G,O . d. e 4 EXISTING 3 BEDROOM HOUSE KEYBOX LOCATION PER AS -BUILT SURVEY N S 1"=30' AW ♦� Tr *. ..4 �t1......... * 0 u ENGINEERING � SALES �- CONSULTING 0 � ° 0 3T3i 8 E 3LMOP ROAD,...SUITE 108 • ANC1?iF3iA-- ALASKA `F&iCW- L'SO7) n7-6179 `W BSITE. .. t'.�.......,��. .............�.�'.. PREPARED FOR. PHONE NUMBER: PAGE NUMBER. I Cin % �.frey A. Garness�rc/ THOMAS HOWARD 907-223-9383 2 OP 3 �0 x/-7 53 Aw PROJECT/LEGAL DESCRIPTION: DRAWN BY: F % b �2 3Aw VALLI VUE ESTATES 1: BLOCK 1, LOT 33 E3-J.G. �j� FQ ''p•�.��,t,.... „,�,�P�, �4V TYPE OF WORK: DATE: LICENSE,,�1A,;SS\ ��• SEPTIC SYSTEM UPGRADE RECORD DRAWING 91612623 #AECC88a PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: OSP231214 015-322-05 TH#1 TOP OF MH1 = 99.59 --- .X— FINAL - FINAL GRADE = 98.65-99.17 �L y �- MW F� � Sl Gov�SZ ST1 TOP ATINLET TANK 95.01 2 CONTRACINSULATITOR PER TOR J AT OUTLLET TANK 95.01 INVERT OF BUNG AT INLET = 94.41 IM -1530 2 -COMPARTMENT INFILTRATOR SEPTIC TANK ORIGINAL GRADE AT HIGHEST POINT = 93.35 RELATIVE ELEVATION AT BOTTOM OF T.H. = 76.85 (T.H. DRY ON 8/22/2023) FINAL GRADE = 92.59-94.77 TER FABRIC INVERT OF PIPE = 87.35 BOTTOM OF TRENCH = 83.35 INVERT OF BUNG AT OUTLET = 94.18 AV . � . ARNES > E INEERIN(il kCil 1.JP Ltd ... ... .... ENGINEERING.y SALES CONSULTING (fy ••••..•... 3701E TUDOR ROAD SUITE 101 'ANCHORAGE. AK 99507' PHONE (907)337-6179 - FAX (907)338-3246 'WESSIM -gamea•engineer ng.com ! •... PREPARED FOR. PHONE NUMBER: PAGE NUMBER. f ao J ffrey a: Hess THOMAS HOWARD 907-223-9383 3 OF 3 0 0 ♦ r-. CE 795 =AV LEGAL DESCRIPTION: DRAWN BY: A.♦Z.�� VALLI VUE ESTATES #1; BLOCK 1, LOT 33 D.J.G.F0`••............(..... �4W TYPE OF WORK: DATE: LICENSE,11VrEss`"' I,, SEPTIC TANK AND DRAINFIELD PROFILE 8/30/2023 #AECC884 ��ulk , MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231214 Work Type: Septic Upgrade Tax Code Number: 01532205000 Site Legal Address: VALLI VUE ESTATES #1 BLK 1 LT 33 G:2538 Site Mailing Address: 10505 MAIN TREE DR, Anchorage Owner: HOWARD THOMAS MICHAEL & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: �zlent S r Depairtment 7/26/2023 7/25/2024 24059 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: u Issued By: Date: Date: 20 2-- 3 3 MUNICIPALITY OF ANCUAG Development Services Department = 5 Phone. 907-343-7904 On-Site Water & Wastewater Section --- Fax: 907-343-7997 ON-SITE SEPTIC/VVELL PERMIT APPLICATION Parcel I.D. 015-322-05 Property owner(s) THOMAS HOWARD Day phone 907-223-9383 Mailing address 10505 MAIN TREE DRIVE *ANCHORAGE, AK Site address 10505 MAIN TREE DRIVE *ANCHORAGE, AK Legal description (Sub'd., Block & Lot) VALLI VUE ESTATES #1; BLOCK 1, LOT 33 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field 0 Initial ❑ Single Family (SF) Q Septic Tank 0 Upgrade 0 (w/wo AD U) (D) ❑ Holding Tank Renewal ❑ El Renewal Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: DRAINFIELD TO DRAINFIELD; DRAINFIELD TO SLOPES GREATER THAN 25% Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: J�5q5 Waiver Fees: 414 -5 Date of Payment: 2-0114 'L 3 Date of Payment: Receipt Number: 0 7( 0 C( C Receipt Number: Permit No. 05 P 2_?5 12 1 � Waiver No. (-) \123103 GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231214, Curtis Townsend, 07/26/23 Municipality of Anchorage ___ Department P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV231036 COSA#:OSP231214 PID#: 015-322-05 Legal Description: VALLI VUE ESTATES #1 BLK 1 LT 33 Engineer: Jeff Garness Your request for a waiver of the required 16 feet horizontal separation between the proposed absorption field and the existing one has been approved. The approved separation distance is 10 feet. Your request for a waiver of the required 50 feet horizontal separation from the septic field to slopes greater than 25% is approved. The approved separation distance is 10'. This waiver approval applies to the proposed absorption field. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. .............................. a E R N 0 N .0......200 ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: CO Zo 2 Approved pp ed by: Name of Reviewer ............................................... ■ ...... 0 E K 0 0 N ... 0 K E M N N 0 N N K N 0 .. ■ 1 **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231214, Curtis Townsend, 07/26/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231214, Curtis Townsend, 07/26/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231214, Curtis Townsend, 07/26/23 ENCROACHMENT DETAIL Scale: 1"=10' Existing House 2g, 3 11 Area of Encroachment / 1.1 Sq.Ft. / / 1'4, / / or, / /Sego 5 P09 0 <S62 *0.. 4 g — .............................. ... c Janice M Zilko 0 �4 f LS -8629 � ao f essiono\ _oma LAND & CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS 440 West Benson Boulevard, Suite 200 Phone: 562-5291 Anchors e, Alaska 99503 Fax: 561-6626 Date: August 30, 2013 Drawn By. PL Work Order: 2013—L-129 R2 IChecked By. JMZ 30' I D N NI 0 N U� cD Ln M 0 L lip r 0 rn Ordered BY Gary Kutil For Paul Palmer Legal Description: AS—BUILT Lot 33, Block 1, Valli Vue Estates Unit No Plat: 71-217 Scale: 1"=30' Grid: 2538 Fb/Pg: 791/71-72 Lot 34A Tract A N OTE: THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF LANTECH. SURVEY CERTIFICATION: LANTECH has conducted a physical survey of the property as shown on this drawing and certifies that the improvements Legend: situated thereon are within the property lines and no encroachments exist other than noted. 1 Aspholt.:`..:(;i Septic Standpipe SQ EXCLUSIONARY NOTE: It is the owners' responsibility to determine the increte:..'; existence of any easements, covenants, restrictions or right—of—way Water Well ® 9 y erhongtakings which do not appear on the recorded subdivision plat. Under Fence—X—X—no circumstances should any data hereon be used for construction, Wood Deck for establishing property lines, or for plot—plan purposes. -' Municipality of Anchorage page · Development Sehtices Department BuaCmcJ Safely Depa~ne~t Ofl-~te Wate~ and Wastewatet Program, 4700 S. Br'agaw SL P.O. Box Ig6650 Anchorage. AK 99519-6650 w~w.d.anc~orage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/O .R WELL INSPEC11ON REPORT Permit Number:. SWO001~ .PID Numbec 015-322-05 ~ ' · · · ; · · Wastewater System: New [] Upgrade Paul Palmer ' "' 1050S Main Tree Dr. Anch;t AK 99S16 ABSORPTION FIELD 346-1.947 " . Three (3) · LEGAL. DESCRIPTION · . c,~o~ . ~q. 3. 33 Vallivue Estates No. 1 Well: [] New ' . [] Upgrade c,o,d,.~: n. "~"'~' I~'b~:~:~'~' ' A n., r~ . FeASTM D3034 PVC ~ .. , Acreage Syste.ms. 6/1:3/00 · --:~l*''~':'. *' ..Ic'*'e~'~''~c''''~:. TANK' SEPARATION DISTANCES T~To ,~aDUC Absoe~I~xaLift Hok~ing Tank Fldd Sta~o~ Tank S*~-,U~ Anchorage Tank '1,000 w,, >200' NIA NIA >25' Steel Two ~...w.~ >1.00' >200' N/A N/A ~ / EFT STATION ~u. >5' >1.0' N/A N/A o,, ~.~ >5' >1.0' N/A N/A ' c.~=.. None Noted ~ BENCH MARK bept~c lan~ only Replaced Under Ibis Permit. lbe Northwest Column Fouridation Supporting Upper --E~ist4~M~so~fltio~Ar ' ' ' e. Deck. .. 3.00.0 Inspections pedormed by: M £A Dates: ~ ,-~. CE- 4381 .~. 2 ~F'R".. - Department of Healtl~,and I-Juman Servic.es approval · //// Municipality of Anchorage . Page 2 of 3 D~[PARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION. P.O. Box 196650; Anchorage, AK 99519-6650 - 343.4744 On-Site Wasl~water Dlspoeal System or Well Inspection Report Permit Number SW000163 PID No. 015-322-05 Existing Abs Crib :xisting Absorption Trench · Three Bedroom Home Paved Cleanout.' i , r8 S 1 24.0 30.3 S2 29.2 ~31.5 C1 19.5 30.4 C3 '31.5 32,0 ' Septic Tank Only Replaced Under This Permit... PLAN AS-BUILT SCALE t" ~ 40' Municipality of Anchorage · DEPARTMENT OF HEALTH AND HUMAN SERVICES EHVIRONMEHTAL SERVICES DIVISION P.O. Box 196650 - Anchorage, AK 995196650 - 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Page 3 of 3 Permit Number SW000163 PID No. 015.322-05 · To House Septic.Tank Only Repla6ed Under ~ ~_r~_~..~x~sti~g Absorption MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 13, 2000 Expiration Date: Jun 13, 2001 Permit Number: SW000163 Legal Description: VALLI VUE ESTATES #1 BLK I LT 33 Design Engineer: 0014 Anderson Engineering Owner Name: Paul Palmer Owner Address: 10505 Main Tree Dr. Total Bedrooms: 3 Anchorage, AK 99516-6735 Parcel ID: 015-322-05 Site Address: 010505 MAIN TREE DR Lot Size: 24059 SQ. FT. Permit Bedrooms: 3 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage construction must be In accordance with: 1. The attached approved design. 2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of AJaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours pdor to each inspection. Provide notification by calling (907) 343-4744 ( 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: ANDERSON .ENGINEERING ~ ' -"*P.O;BOX240773 '~ ' ~ ' ' - I" ' ' ~NCHORAGE, AK 99524 ' *~, 522 7773 '522-6779 (FAX) : June13,2000 Municipality of Anchorage Department of Health and Human Services 825 iL" Street Anchorage, AK 99502-0650 Subject: Lot 33, Block 1, Valli Vue Estates Subdivision No. 1 Septic System Design and Permit Application Impacts to Adjacent Properties · · Dear Onsite Services Engineer: The existing 750 gallon.septic tank on Lot 33, Block 1, Valli Vue Estates Subdivision No. 1 has failed and must be replaced immediately. Sewage cannot currently pass the tank to the absorption field and is backing into the house. It is imperative a new tank be placed as soon as possible to prevent damage to private property and.to resolve a possible health problem. The location of the new tank is shown on the attached Site Plan. The subdivision is currently served by a community water system and no conflicts exist between the new tank and water service lines In the area. The ground surface on the lot slopes from east to west at gradual and varying slopes. The new tank will be constructed in close proximity to the old tank in a fairly level area. Two new post tank cleanouts will. also be constructed. Surface grading and relandscaping will be accomplished to assure drainage is away from the new tank location. * - The new tank is situated on the lot in such a manner that no conflicts will exist between the water service line or with any other wells or septic systems in the subdivision. If the system is constructed in accordance with our design the following statements .apply: ]. The system,' if constr~cted as designed, well 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 reserved space, either surface or subsurface, on any lots located in the area. Lot 33, Block 1, Valli Vue Estates June 13, 2000 ..Page Two The system, if constrUCted as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained.. Sincerely, Michael E.' Anderson, P.E. Attachments ./ SCOPE OF WORK: 1. Verify Foundation Cleanout. 2. Place Foundation Cleanout if Unfound. 3.. Remove and Dispose Existing Septic Tank. 4. Place New %250 Gallon Septic Tank According to Plan. 5. Place 2 Post Tank Cleanouts. 6. Grade Area to Provide Positive Drainage Away From Septic System. LU Existing Abs Crib :xisting Absorption Trench 2 New Post Tank Cleanouts 1.250 Gallon ~tic Tank Cleanouts · Three Bedroom Home Paved SITE PLAN ...... SCALE 1" = 40' NOTE: Lot Is Served By A Community Water System. No Conflicts Between New Septic Tank and Water Services or Mains In the Area. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 33, BLOCK 1, VALLI VUE ESTATES SUBDIVISION NO. 1 GENERAL: The scope of this project includes the removal and disposal of the existing 750 gallon septic tank. It also includes the procurement and placement of a new 1,250 gallon septic tank at the location shown on the Site Plan. Two new post tank cleanouts must also be placed. Once construction is completed the disturbed area must be regarded to pro construction condition. Construction shall be in accordance with the approved site plan, design drawings, 'Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations, The Contractor shall be rosponsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. Unless specifically agreed otherwise, the contractor shall be rosponsible for final grading areas subsequently deprossed from soil settling. Property owner shall be rosponsible for revegetation of affected aroas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. The new 1,250 gallon septic tank must be procured from an approved source and installed at the location shown on the plans. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to provent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of diroct burial insulation. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. Lot 33, Block 1, Valli Vue Est. No. 1 June 13, 2000 Page 2 of 3 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION (Not This Project): 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. Distribution piping must be placed level with perforations down atop a level bed of drainfleld rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. Contractor shall redly the septic tank and drainfield are a minimum 100' away from any pdvate water wells in the area, 150' from a Class "C" Well or 200' from any community well. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available, Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trenches to drain away. o A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall vedfy this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and soTid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). Lot 33, Block 1, Valli Vue Est. No. 1 June 13, 2000 Page 3 of 3 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabdc, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system. · MUNICIPALITY OF ANCHORAGE . J{eaW~h and Environmental Prote~ %on Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 ,s,i C' ,o,-REPOR; O,-S ;E S WAO mSPOSA . SYSZEM LOCATION ~.~/~ "~1'"~ LEGAL DESCR,PT,ON, L~ % I~ I U,~II, L/,x~ E.~'. SEPtiC TANK: DISTANCE FROM WELL, MANUFACTURER INSIDE LENGTH. INSIDE WIDTH MATERIAL LIQUID DEPTH NUMBER OF COMPARTMEf~I'$ · LIQUID CAPACITY.__ GALLON[ TILE DRAIN FIELD: DISTANCE FROM WELL ~'~ FOUNDATION NEAREST LOT LINE__~_~ OF LINE ~ 7 ABSORPTION AREA SQ. FT. LE~Ttt OF EACH LINE ~ j DEPTII: TOP or TI~E TO FINISH GRA~E ~ t DEPTH OF FILTER ~ ~ MATERIAL BENEATH TILE IN, ABOVE TILE ' ~ IN. SEEPAGE PiT, ~.~,[[ ~% DIAMETER ~ Log Crib Rings Crib Size: BUILDING FOUNDATION Well --u~cO Class: ~--°~'v Depth:, 'Well Distance To: Lot Line B~dg: ' Sewer'~ine: Pipe Mate-~ls: t~k~k~ % of Bedrooms: Installer: ~%~ Remarks: A) SQ FT. DATE APPROVED -x. '~.~MUNICIPALITY OF ANCHORAGE ~ HeN/ th and Environmental Prote~ ?on Fourth Floor Wes% 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 iNSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL. MANUFACTURER ............ MATERIAL _ NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH - LIQUID DEPTH ...... LIQUID CA, PACITY ........ GALLONS. TILE DRAIN FIELD: ~C) ~% 0 ,,=. J' I TOTAL EENGTFI I °,STANCE ,:ROM WELL ~ ~O~,~,O,~_~__N~,~ ~OT ~,,~_ ~ .... O~ ~,~~ 7 ~ of Lines ----J ..... DISTANCE BETWEEN LINES _ N~_TRENCH WIDTHS~ I". TOTAL EFFECTIVE ABSORPTION AREA ......... SQ. FT. LENGTII OF EACH LINE .... ~_) I DEPTH: TOP OF TILE TO FINISIt GRA~E q L DEPTH OF FILTER ~ MATE[UAL g~NEAIH 71LE IN. ABOVE TILE ~ IN. SEEPAGE PiT: DIAMETER lENGTH___, DEPTH Log Crib Rings BUILDING FOUNDATION__ Crib Size: DIAMETER .... OEP-FIt _ DISTANCE FROM: WEL.[ TOTAL EFFECTIVE NEAREST LOT LINE____ ABSORPTION AREA (WALL AREA) SQ. FT, Well [~o ~.~ ~ Class: Depth: Well Distance To: Lot Line Bldg: Sewer ~Line: Pipe Materi~ls: ~ of Bedrooms: Installer: [~, _,~, Remarks: ~ k<'o_~ DATE ............ APPROVE[) GRE(' ANCHORAGE AREA BOR/' IGH Department of Environmental (~uality 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: D[STANCE NUMBER OF FROM WELL~/~?/f~6U¢, MANUFACTURER ~'/(t)~C' ~J,/~'~L (~), MATERIAL~//~-¢¢ /7~)~Z: COMPARTMENTS / INSIDE LENGTH '~= INSIDE WIDTH -- LIQUID DEPTH -- LIQUID CAPACITY. ~-~C] GALLONS. SEEPAGE PIT: NUMBER OF PITS ] DIAMETER _'~ OR WIDTH LENGTH~-Z~ DEPTH LINING MATERIAL ~/~2/~ CRIB SIZE: DIAMETER~FDEPTH ~ / DISTANCE FROM: BUILDING FOUNDATION '~ /, NEAREST LOT LINE ~ ~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ~1~'~)[,~416~// CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION __ LOT LINE SEWER LINE TANK , SYSTEM CESSPOOL APPROVED OTHER SOURCES DISAPPROVED REMARKS DISTANCES: PIPE MATERIAL:/~' (~ LOT SLOPE: REMARKS: (~l~J.~ ¢~)f~ ~)4~,.~'5'>'~ F. P~-T ~d /~nd7f~~ ~b, Form PW-026 DIAGRAM OF SYSTEM DATE '-~'~ /~I ~9'7~ APPROVED /'']J2J'~'LL~A- (-~, /n~l/~:~/'"'~F-Z-~-/-~ G.A.A.B. tzl .Pl I '1 NO HPPL 1 LJHN t LUL:P~ 11ON LI£~J~:tL ~-- ~ _NtH E,J,., ~.._, -, RNL.H Plt4iN IN:b~E DRIk"~ L-I ~.~- 6L :L vHLLI ,JE Ez, fRtE=, 'L'L)f'"S:lZ:E I '~FE _l--:,JIL F~k,_,UF:.b I IOi',l _,'r_, Efl £~, J TRENCH P1H~'C[MUM NUML::F_Nt OF E:Ef2ROUJ,I~i '= _,': FHE L.E.N~3'IH L.',IMEN~ION 15 IHE Lb.N~31H q'IN FkE'l)'Ok' IHE [RP_NL:H FHE DEPTH CIE' R INtN. NCH iZIN~ Pi]- lB' 'IHE [FI$THNCE'""E[Ef'WEEN I'HE %IJRFHCE"EIF 'IRE. IjNUUND HNL:, IHE BLII'TUP1 EIb' /'HE EXC~',TBI'i[UN "(ZN FEEI']': FHERE J. tz, NO ~;EI HID/'H-FOR TRENIZ:E$;. "- THE LiNtHVEI._ E:'EPI'H [~ I'HE MINit'IIJt'I-DEF'IH OF GR'RV~E '8E'[I.4EEN'fHE UIJ]'FHE[ PiPE HND HE BOT'I'OM UF [HE E;~;C~V~T]:UN "..-Z'N FEET';;. H 'P¢IUI'(FIGE PLHN1 MFIY Idb .LNE,/I:II_LED H1 '/HE PERi'"Ii'T'IEE'~'B OPq~iUN ~;UBJ'EC'I" l'LI /HE FULLOWiNG COND.[ l~iur4'..:,: :t.. ~I/PIER H L;L. FILS'.E, i CII4~ 1J~ 'N:SF HPPNtFI'v'ED F'L:FINT 'MH~'-BE I'NS'IHLLED. 2. H UUNI.i. NUOUS MFIINtENFINCE RGREEf'IEN'I I:Ei-'REb~UIRE/). IF hl P1RiNfENFINUE F4UNtEEfqENf ];S NOT' KEP"I C'EIRRENT- 9qJU "ivlFi9-' BE'- REI;:flJI'F,'ED ']-O ENEFIRGE-THE 2, LIIL' ..... ' FIBSURP/ .tUN 2;'¢51EM FIND/OR YUU I"IHY~BE'~;UBJEC"! f'O"PRd2;EE:OI iUN. MiNIf'IUP1 [].z, PN_E b, EI;,4EEN 4 WELL FIND 134t ON _,i1~-_ ~E!. FII_~E [I:FO_FIL lido FEEl FOR Fl PRIVFII"E WELL rjr 2L:~L-:I FEEi FOR ~¢1' PIJBEIE:'klE!_L; L.il HENt REg!JiF.:EMENI'2;' i"lR'¢ FIF'F'L'~ ...... ' ..... HILHBLI: ~0 IN_URE FKLFEN IN_.IBLLFIF_rON, i .[ CEN:¥ 1 F Y 'I-HFI I .: :L: I FIJ"I FFIM].LJ:FIR t.,.II]'H THE F~.E~..UIREMEN b FOk, _N-=,I rE _EI. JEI:~ FORTH '~ .... , ...... ~ .... " ' b,T FHE tlLNt_.IFHL!t~ OF ~, ]: IdILL IN_ IPLL THE _,~_,IEPI IN 'FICCORDFINCE'FIi1"FI' THE 2:: I UNDERS"I'FtND 'FHFI'F' 'THE 3t;l-_ I~rE _,EklE[. Sg~;'FEM 'F1RY' REL:.~LfIRE- ENEFIRGE'f'i'E:N IF' IFtE - ' RESIDENCE ZE; REFIODELED TO .[NCLLIC, E MORE 'I'HFIN"2: E:EE:,F..:CIiZIr,is: : ' 2.; I GNED: ................ I":I'-' TM "F' FFLI --HN I PFIUL r"--.=A~,:..,i'ER ANCHORAGE AREA BO,~OUGH DEPARTMENT OF ENVIRONMENTAL DUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, - · OTHER FINAL IN~ECTION~ 24 HOUR NOTICE RI~QUIRED. BACKFILLING OF ANY SYBTI-'M WITHOUT FINAL. INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO FROBECUTION. .~/ HEALTH AUTHORITY OR LICENSED DESI~N£R DIAGRAM OF 8YBTEM CERTIFY THAT I AM FAMILIAR WIT~ THE REQUIREMENTS OF GREATER ANCHORAGE AREA. E~OROUGH ORDINANCE NO. 28-6E AND THAT THE ALCOVE DESCRIBED SYSTEM I$ IH ACCORDANCE WITH SAID CODE. MUNICIPALITY OF ANCHORAGE Development Services Departments Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 015-322-05 Certificate of On -Site Systems Approval Expiration Date_ -� V Z Legal description VALLI VUE ESTATES #1 BLK 1 LT 33 Site address 10505 MAIN TREE DR Anchorage AK Current property owner(s) THOMAS & SUSAN HOWARD X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: M Original Certificate Date: 9/7/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval—June 2022 WHIG AUTY OF ANCHOR -AGE NDevelopment Services Department Phone: 907-343-7904 ... On -Site Water u Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-322-05 Complete legal description VALLI VUE ESTATES #1; BLOCK 1, LOT 33 Location (site address) 10505 MAIN TREE DRIVE *ANCHORAGE, AK Current property owners) THOMAS HOWARD 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 907-223-9383 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units 0 Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: W Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ' J Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ❑® Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ®❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: E: Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ y Waiver Fee $ Date of Payment COSA # 05 C Z 3 13,--t Cj Date of Payment Waiver # COSA AppllcaUon—June 2022 COSA Checklist Legal Description: VALLI VUE ESTATES #1; BLOCK 1, LOT 33 Parcel ID: 015-322-05 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system _ A. WELL DATA I SERVED BY PUBLIC WATER SYSTEM ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) Date of flow test for COSA9 Static water ginning of test ft. B. TANK DATA Measured operating fluid level in septic tank Date of pumping ❑ Required maintenance completed, if AWWTS Comments: NEW SEPTIC TANK - SEE ATTACHED RECORD DRAWING Well production at time of test _ _gpm Water storage tank a gallons Well disi d for coliform test? ❑ Yes 0 No if -Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Date C. LIFT STATION ❑ Required maintenance Age of lift station Lift station nal NEW TANK AND DRAINFIELD INSTALLED - SEE ATTACHED D. ABSORPTION FIELD DATA RECORD DRAWING Which system tested (date installed) 812023 W ALL standpipes present per record drawing Total measured depth from grade 11.4 ft (max) Measured depth to pipe invert from grade 5.2 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. Monitor tubes go to bottom of effective. 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) If yes, enter date - Comments/Deficiencies: COSA Checklist June 2022 Adequacy test date NEW Results 0 Pass Fluid depth prior to test in Water added - gal New fluid depth - in Elapsed time - min Final fluid depth - in Absorption rate 450+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 48 in Effective depth used 0 in Effective depth remaining 48 in E E. SEPARATION DISTANCES SERVED BY PUBLIC WATER SYSTEM 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 ft Field to Property Line > 10' Community Sewer Manhole/Clea 00' Yes if No ft _ Yes if No ft Neighboring Tank > 100' [] Yes if No ft Private eptic Line > 25' FlYes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' F� Yes if No ft s if No ft Manure/Animal Excreta Storage > 100' Community Se aln > 75' ❑Yes if No ft F� 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' Fm� Yes if No * ft Surface Water > 100' 9 Yes if No ft Tank to Property Line > 5' ❑■ Yes if No ft Field to Property Line > 10' Q Yes if No ft Water Main > 10' 0 Yes if No ft Water Service Line > 10' M Yes if Noft ft F. ENGINEER'S COMMENTS *5'+ TO DECK (2ND STORY) POSTS Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' 0 Yes if No ft Q Yes if No ft If tank or field is under driveway comment below X- Af'SuMe_oD 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 Gamess Engineering Group LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date b 23 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding' the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 o40FA .... ........ ......... I....... O Je it A. Garn'ss.• v LICENSE 'Or o i ells 5k t,& #AECC884 �`JOOo00� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name'~'"~ ~'JL,U-~ ,~),.j-r~/iq~k~¢- Telephone: Home Applicant Address Business . (c) Applicant is (check one): Lending Institution []; Owner/builder,~; Buyer []; Other [] (explain); (d) Lending Institution Address Telephone (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family BI'Multi-Family Number of Bedrooms Other WATER SUPPLY Individual Well [] Community [~'~ublic [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAG__ETSPOSAL Onsite [,Y Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legali[y and status. Page 1 of 2 72-025 (11/84) 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION AS certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this in~sp~ection. Nameof Firm (~(~..~bf'~ ~"~.~ . Telephone ~/-~/~/ Engineer's Seal Approved for ' ~'--'-' ~ C~) [Jate Approved ~ Disapproved __ Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Proteption {DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do n'ot conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2of 2 72-025 (I 1/84) MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENT/d. PROTECTION MAR 2, 5 WELL DATA Well Classification ~[h/~"~A If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed Yield Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date I Water Sample Test Results Comments Standpipes (Y/N) t/~ Depression over Tank (Y/N) SEPTIC/HOLDING TANK DATA Size No. of Compartments Air-tight Caps (Y/N) Pumping/Maintenance Contract on File (Y/N) ~//~f Holding Tank High-Water Alarm (Y/N) ~//~r Separation Distances from Septic/Holding Tank: To Water-Supply Well +Z(~:~ To Property Line Z. ~' TO Water Main/Service Line Course *~ I V.'~5 Foundation Cleanout (Y/N) Date Last Pumped ; for Temporary Holding Tank Permit (Y/N) To Buiiding Foundation '~--(~) To Disposal Field ~.~'/~o I To Stream, Pond, Lake, or Major Drainage Comments Page I of 2 72-026(11/84) ABSORPTION FIELD DATA Soils Rating in Absorption Strata I.~0 ..~0/[.,~- /JO(_i'¢f~ Typeof System Design Datelnstalled ~)-' I1'-~)t 2J¢' lit" ! Length of Field Width of Field _ ~ ~;21t-- Square Feel of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~F ~.C3C~ To Building Foundation Lot '3LB' TO Water Main/Service Line ~/~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area I-I Comments . J~ Date of Last Adequacy Test Depth of Field Gravel Bed Thickness _ ~'~ Standpipes Present (Y/N) To Property Line To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed -~'~z~J-L'~'~'~ L/~(/(~/"' Date Company (!0r'~,d~y~'~ ¢ ~550(Ud~;MOA NO. Receipt No. Date of Payment Amount: $ Page 2 of 2 72-026 (11/84) % ': "? Engineer's Seal DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: (907) 274-2533 DATE: March 25, 1986 PWS I.D.# 210605 To Whom it May Concern: According to records on file in this office the Water Regulations VALLIE ME SUBDIVISION Water System is in compliance with the State Drinking Sincerely, AJ~District Supervisor APPLICANT FILLS OUT UPPER HA['""~ONLY Address Phone Lending Institution Address ..~")(~ [~_~ /~... Zip Code Phone Realty Co. & Agent Address Type of ~esl~nce Single Family ~ Multiple Family No. of Bedroom~ ~ ~ Other Water Supply ~ Individual O~~ ~ ~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975. ~ Communily For wells drilled prior to that date, give well depth (attach log if available). Public Utility ~ _ ~c~ -- Individual Year Individual Installed: , ,_. Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time /"~'"~ Date Date Date d~e .-* ~ · Inspector Inspirer Insp~tor Insp~to~ SEP 6 ~983 RECEIVED (~) APPROVED BEDROOM8 'OONDITION8 OF APPROVAL ( ) DISAPPROVED ~ ~ CO~DmO.AbAPP~OVAL' DATE ~ Soils ~ling Date ~wer Installed Well To Absorption Area weg Log Received Well to Tank Septic T~ Size August 18, 197~ Garfield Jones GAR Excavators 3206 Greenland Anchorage, Alaska 99503 Subject: Excavators permit to install on site sewer systems etc.. Dear Sir: Municipality of Anchorage ordinance chapter 15.65.040 para A requires that all persons installing any waterborne sewage disposal systems first obtain a permit from this office° An inspection was mad~ by this department on lot 33 block 1Valli rue Estates upon which your finn was installing an upgrade for a s~~ This deparb~]ent is unable to fimal this installation off until your finn fills out the enclosed application and returns it with a $10.00 fee to this office. If you have any further questions please contact this department at 279-2511, extension 224. Cory Willis Sanitarian EXISTING N 24.x, HOUSE v>�O AREA OF ENCROACHMENT-- =1.1 SQ.FT. N� r'4 . 4.0' �OQE P ENCROACHMENT DETAIL 1"=10' AW . 49 TH .. .... /� GA GERVELIS S-148 3 • ,�� ,l� R�ESSIONA��-r 30' LU Ln d' Ln N O Ln 250 H Street Anchorage, Alaska 99501 JCG Survey Department Phone 562-5291 Inc Mainline Phone 243-8985 czicktedt&'te • ert962ee,6i9 • dcdt_�nc9- AECC 668 ORDERED BY: THOMAS AND MICHAEL HOWARD LOT 34A N87° 00' 15"E 198.20' 10' UTILITY EASEMENT -- ---- -- - - - _o SEPTIC MAN HOLE-- �% CLEAN OUT (13) LOT 33 EXISTING ISE 31�s LEGAL DESCRIPTION: LOT 33, BLOCK 1, VALLI VUE ESTATES UNIT NO. 1 DRAWN DATE: 9/01/23 DRAWN BY: ADS CHECKED BY: - GMG SCALE: 1 " = 30' WORK ORDER: 23028 PLAT 71-217 GRID: SW2538 FB/PG:2013L129 LEGEND 4.0' AS -BUILT CLEAN OUT O WATER VALVE >a SETBACK LINE - — - FENCE ...Asphalt Concrete Overhang+ Wood ffeck TRACT A GRAPHIC SCALE 1 15 30 1"=30' NOTE: 1) THIS MORTGAGE LOCATION SURVEY (AS -BUILT) WAS PREPARED FOR THOMAS AND MICHAEL HOWARD. IT SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS FOR ADDITIONAL USES LATER WITHOUT THE EXPRESS WRITTEN CONSENT OF LCG LANTECH, INC. IS A VIOLATION OF FEDERAL COPYRIGHT LAW. 2) THE LIABILITY EXTENT OF LCG LANTECH, INC. SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION FOR THIS PRODUCT, UNLESS GROSS NEGLIGENCE IS DISCOVERED. 3) THIS MORTGAGE LOCATION SURVEY (AS -BUILT) IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME THIS SURVEY WAS PERFORMED. THIS AS -BUILT DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECTTO ANY INACCURACIES THAT SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 4) THE INFORMATION CONTAINED ON THIS DRAWING SHOULD NOT BE USED IN SUPPORT OF ANY NEW CONSTRUCTION. 5) THIS AS -BUILT ONLY SHOWS EASEMENTS THAT WERE ON THE ORIGINAL PLAT. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF THERE ARE OTHER EASEMENTS, COVENANTS, RESTRICTIONS, OR RIGHT OF WAY TAKINGS OF RECORD NOT SHOWN ON THE ORIGINAL PLAT. ADDRESS: 10505 MAIN TREE DRIVE PARCEL #: 015-322-05-000