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HomeMy WebLinkAboutGLEN EAGLE BLK 3 LT 2Onsite File Glen Eagle Block 3 Lot 2 #050-601-16 Municipality of Anchorage On -Site Water and Wastewater Section * {907} 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201315 PID Number: 050-601-16 Dwelling: ■❑ Single Family (SF) 0 with ADU ❑ Duplex (D) ❑ Two Single Family Prefect: ❑ New Upgrade Name Boyd ABSORPTION FIELD El Deep Trench El Wide Trench ❑ Bed ❑ Mound site Address 23650 Sunny Glen Dr ❑ Other Phane Number of Bedroom; Soil Rating Total depth from original grade 694-2397 13 GP©!SP Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. SubdiOsion Block Lot GLEN EAGLE BLK 3 LT 2 Fill added above original grade Ft.l lGravet length Ft. Township Rance Section Gravel vndth Ft.l Beds: [dumber of Lines Distance beuveen lines SEPARATION DISTANCES T° Septic 'Absorption Holding Sewer. Lift Station Total absorption arec� Ntirmher of trenches Dist. bel -ween trenches From Tank Field Tank Line Ftp Ft. Well 100 + I TANK Q Septic © S.T.E.P. F1 Holding Q Other Manufacturer Greer Capacity 1000 Gal, Surface water j 100'+ na na Material Plastic Number of ccrnoartmcnts I Lot Line 101+ na na I NA 1 duricfatir�n I�'.}. rl N I LIFT STATION o�lanufacturer Capacity Rernarks Septic Tank Replacement- Cleanout Gal. added before tank Alarm Ideation l=lectri(:al installed by PIPE MATERIAL House tfliarlk D3034 drai'�nfield Ta kto ©3034 Installer Stuart Gilbert Drainfield CooiTD3034 inspector NorthRim Eng. BENCH MARK (Assumed elevation) 100 ft 8.129/209/20 $1209120 Jnspectio Location and description �2"1 Deck 310 41., +��..►.�,,,� Old -SITE WATER AND WASTEWATER SECTION APPROVAL ++, jrwbrs nn 414, Approva17 Date /0-g 20Z0 I �Jr� ! 49 T f............... .: •�s 10 `♦ c+ •, Steve Eng _ CE -6256 r ��4 5/ 15 / 2Y Septic System LA 0 c Q1 C5 -u Nd d c F --E 0 u LL - c w u > u c O n, o F- U � F- d I' 06 Ln OU w O -ice c �° d p 0 N L F- > U_ ai d0 a z N L s- < iQ > N ai c t� 3 n, F- n, W -I 3 Q -F' 0 N � � pq �/ � � Ln -' � �-- 0 c � w d n, Ln v U) ON rn Uis _LA a, caj o 0 a (Y) a Cl. 4-1 0 O d W > v d >w aji- w LA 0 c Q1 C5 -u Nd d c F --E 0 u LL - L N w u > 1':p 0 O LA O o F- U � `- o d I' Ln OU w O -ice I -P N o Q a o, �° d p 0 N L a- O > . 2: C/) l7 ai d0 z N L s- < iQ > N ai c t� 3 in II F- W -I Q 0 � � �/ � � o -' � �-- � w W w Q (Y) a W � W z ucy- C) (U W m' a o� C5 W a z ry W °i W w �z U z Q Q � n w U Q:� L N w u > 1':p 0 O LA O S d d U � dF- E d I' d 0_ 0¢uL OU w O -ice I -P N o Q a o, �° d p 0 N L a- O > . 2: C/) l7 ai [j- s- < iQ N0 �+,Aov.�"agpp o Ay- ,yam rn 107 SloPe AS -BUILT MEASUREMENTS GLEN EAGLE 1'_ 50' C❑1 A 43 B 71 ST1 46 73 ST2 51 75 DCO 57 78 10% Slope 3 BdrM ell 0 8 0 < sting 00 Trenches 0 0 LIU 107. Slope 00 New 1000 Gallon Septic Tank Decommissioned ❑ o] Septic Tank PER UPC ,awrrr.`ohMp NORTHRIM s�+�� OF '`Q 444 GLEN EAGLE 1'_ 50' ENGINEERIN ' *a ..' SteveEng.co " BLOCK 3 LOT 2 RECORD Po Box 770 "sw"en ": t� Eagle River. Alaska 99577 M -M .- LAY❑UT WASTEWATER UPGRADE 9%19%20 907.694.7028 $ REPLACE SEPTIC TANK 9/19/20 2 of 3 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road r Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 ;~ http://www.muni.org/onsite s De partnicnt On -Site Wastewater Disposal System Permit Permit Number: OSP201315 Effective Date: 8/19/2020 Work Type: SepticTank Upgrade Expiration Date: 8/19/2021 Tax Code Number: 05060116000 Site Legal Address: GLEN EAGLE BLK 3 LT 2 G:0160 Site Mailing Address: 23650 SUNNY GLEN DR, Eagle River Owner: BOYD KENNETH A & Lot Size in Sq Ft: 62291 Design Engineer: NORTH RIM ENGINEERING Total Bedrooms: 3 This permit is for the construction of: ❑ 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 Issued oriA9 I ao Date: 0 l Glen Eagle Block 3 Lot 2 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: The current septic tank has failed- the seepage trench still functions. This lot is over an acre. No adverse impacts are expected from tank replacement. The easements are depicted on the lot. The slope is indicated in the area of the septic system. No conflicts to neighbor properties. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. New 2- compartment, 1000 gallon septic tank. Watertight couplings on inlet & outlet. 5 minimum between the tank and trench. 5 to property lines & 10 to house. 4 of cover or insulation is required for tank; an equivalent of 1 ⇤ insulation for 1 foot soil cover. Tank & solid pipe must be set on well compacted, stable soil. No large rocks for tank bedding. Plastic/fiberglass tanks require special bedding per MOA- sand or pea gravel. 4⇤ diameter cleanouts with airtight caps are required 1 to 4 from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 from the tank positioned to provide cleanout access towards the tank and towards the absorption field. All cleanouts must extend to at least ground level. In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. Insulation must be placed over any pipe installed under driveways or parking areas. Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201315, Rebecca Carroll, 08/19/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201315, Rebecca Carroll, 08/19/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201315, Rebecca Carroll, 08/19/20 Municipality of Anchorage Page__ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVlRONMEN'FAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~.~:~',~¢,~,57 PID Number: O~' ~f ~ /¢ Name: ~ ~0~ Wastewater System: ~ New ~Upgrade ~ddress; ~ ~J77 ~5o ~ ~ ~. ~ ~ ABSORPTION FIELD Phone: ~?~.~ lNo. of Bedr~ms: ~ Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other LEGAL DESCRIPTII ~ON Soil Rating: O'¢ GPD/Sq. Ft. Total Depth f~ ~iginal grade: iot:~ Bloc~~¢~Subdiv~i°n: ~¢~ Depth to pipe bottom from ori~inalgrade:~ '~ FLGravel de,th becealhpipe.. O' ¢' Ft. Townshi,:~ Range: ~ I Section:~- Fill added abov~:~g?algrade: Ft. Gravel lan°th:tee ~¢--<'~ ' ~' ~). WELL: E~*~ New ~ Upgrade ~' Gravel width: 5/ ~ber~lines: Dislancebetw~e~lines: Ft. 15 Ft. Pipe material: Classification (Private, A,B,C): ' Total Depth:~ ~ed TO: Total absor pt~a: ~ ~ ¢*~ ~ ~T~ ~ Ft. Ft. SQ. Ft. . Driller: ~ ~ate Drilled: Static Water Level:Ft. Install~l¢~W~ ~' Date installed:~--/~ 7 Y~M Pomp Set at: Casing ,eight Above Ground: TANK Ft. Ft. SEPARATION DISTANCES ~s~ptic u Holding g S,T.E.P. TO Septic Absorption Lift Holding Publio/PrJvat e Manufacturer: Capacity ~ ~ ~ ~5 ~ Material: Number ompa,ments: Su~f~Cew~te~ J¢O'f 100~ ~ ) % LIFT STATION Lot~ Size Manufaoturer: Line [0'¢ [~' ( ) in gall°ns: FouRdation [¢~ [~', ~ ~ ~ "Pump o." level at: ~~ve[ at: High water alarm al: - CudainDrain ' - ~:'~ ~¢P~'~ ~1 Remarks: BENCH BARI( Location and Description: "C A~sumed ~levation: ~I, Inspections... performed by: 5&$ ENGii~i~iiN6 Dates: 1st ~'/' ?~ i't~t'~'~z' ~//_. 11~4 E~le River L~p Road No. 2~ 2nd. ¢'/- ~ .;.7.~,~ ¢ ~ ,o,,,, ....... c.~"'~cow,, ......... J~i"~ Health and Human Services approval ~i~?{,; ................ Department of Eaole River, ~laska 99577 Reviewed and approved by'. ~e~/*//¢~cc~(~/Date'-- ,. . ¢' ,2~-- ¢¢ ';x~;:'~;"'; 72-013 (Rev. 9/91) MOA 25 PF, R~T NO SW970237 P^G~ 2 OF 2 MunicipaLity oF Anchoroge DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONHENTAL SERVICES D~VISION P,D, Box 196650~ Anchoroge, At~sk~ 99519-6650 ~Te[ephone', 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK 3, GLEN EAGLE SUBDIVISION P.I.D. NO. 050--601--16 ST 1 ST2 98.5'  NEW · 1000 GAL SEPTIC TANK INSTALLED FLOW (FDI) ~. NEW FINAL GRADE~ /CO1 = 97,2' = 93.0' / CO2 = 94.9' .,..~ ~,~ 91 CO MT C0 MT = CO1 = 93.0 ~C03 = 88.2' CO2 = 92.9' C04 = 88.3' MT1 = 92.1L-~~' MT3 - 92.2' WATER FOUND 82.8' 75,5' B.O.H. "~MT3 = 87.6' MT4 = 87.5' NEW 1000 (3AL. SEPTIC TANK INSTALLED DIVERTER (Ft~V) A B C 26.0' 12.0' - 26,5' 10.5' - 73,5' 47.5' - 76,0' 50.0' - 78.5' 56,0' - 79.0' 56.5' - 81,0' 60.0' - 83,0' 51.0' - 96,5' 75.5' - 94,0' 72.5' - - 51.0' 58.5' -- 52.5' 60,5' 119.0' 91.5' - 118.5' 91.0' - - 66.5' "7~.,o" - 66,0' TH MT1 -EXISTING TRENCHES SCALE 1" = 40' 1"SCALE~ 60' I DESIGN I SITE-PLAN PERFORMED FOR: /~ ~ / ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE, CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 (~"~,~X.,I ~-~/.~"i'ownship, Range, Section: WAS GROUND WATER ENCOUNTERED? SLOPE SITE PLAN IF YES, AT WHAT DEPTH? Depth to Waler ADer~ '~ I ~ ~'- ~ 7 Monitoring? O' "'~__ Date:. Gross Net Depth to Net Reading Date Time Time Water Drop ~ ~ ~, ~;55 5~ ~1 ~1~" PERCOLATION RATE C~C {minutes/inch) PERC HOLE DIAMETER ESTRUN.E WEEN F AND FT COMMENTS ' ~~~,,..a,o.~ / ~ ~ ' ' '~"' ~.' C/~a./~ 7 ACCORDANCE WIT~ ~1~ ~~fL GUIDELINES IN EFFECT ON THIS DATE, · PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970237 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:BOYD KENNETH A & OWNER ADDRESS:23650 SUNNY GLENN DRIVE EAGLE RIVER, AK 99577 DATE ISSUED: 8/05/97 EXPIRATION DATE: 8/05/98 PARCEL ID:05060116 LEGAL DESCRIPTION: GLEN EAGLE BLK 3 LT 2 LOT SIZE: 62291 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHOPJ~GE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18~AC80) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED ~uND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS DATE: DATE: HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN tc ineeRm ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. June 25, 1997 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 2, Block 3, Glen Eagle Subdivision Request you issue a permit to upgrade the septic system serving the existing three bedroom house on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the 'time of excavation water was encountered at 15 feet, and after seven day ground water monitoring, water was found at 8.3 feet. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/mg Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 . EAGLE RIVER, ALASKA 99577 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER iNSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & F LOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECNANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 2, Block 3, Glen Eagle Subdivision June 25, 1997 GENERAL: The scope of this project includes the installation of two five foot wide drainfields to serve the three bedroom residence on the referenced property. The existing septic tank is to be excavated, pumped, crushed, and abandoned completely, and replaced with a new 1000 gallon septic tank° The existing trenches are to be abandoned such that they may be used in the future. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic 'tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP . SUITE 204 o EAGLE RIVER, ALASKA 99577 Page Two Lot 2, Block 3, Glen Eagle Subdivision June 25, 1997 Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation° In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: e Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (roughed-up) before gravel (sewer rock) placement· Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward° Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 2, Block 3, Glen Eagle Subdivision June 25, 1997 Do Backfill over the final gravel layer must not be less than twenty-.four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches° The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: T__ype of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). De A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the $200 sieve. When sand is being used as a filter material, its gradation specifications must conform 'to current M.O.A. or D.E.C. requirements. Page Four Lot 2, Block 3, Glen Eagle Subdivision June 25, 1997 INSPECTIONS= Typically 'there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. Se The final inspection is to occur upon final grading of 'the property. Often there will be more than these 3 inspections required° Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 2, Block 3, Glen Eagle Subdivision June 25, 1997 S & S Engineering shall have no liability to the owner or 'to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor 'to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER INSPECTION NAME -~T'F, I-~t ~/ LOCATION ,, ._=T GREA,ERy ANCHORAGE AREA BOR,,JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 REPORf ONLSlYE-SEWAGE DISPOSAL SYSTEM MAILING ADDRESS gd. ~)OtSA, LEGAL DESCRIPTION SEPTIC TANK: DISTANCE %, FROM WELL'~)i,'CC, 6;'~_c~,L MANUFACTURER%~C/].~,~: ~- INSIDE LENGTH INSIDE WIDTH NUMBER OF MATERIAL .... COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY /~tTO GALLONS. TILE DRAIN FIELD: __FOUNDATION ~1~,~ '~"'O ._NEAREST LOT LINE "/-'</LO __OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA __ SQ. FT. DEPTH: TOP OF TILE TO FINISH GRADE ~ LENGTH OF EACIt LINE DEPTH OF FILTER MATERIAL BENEATH TILE t~. ABOVE TILE ,.'~ IN. WEL ,) BUILDING FOUNDATION__ CESSPOOL. APPROVED __ CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED ..... DEPTH NEAREST SEPTIC SEEPAGE SEWER LINE __ TANK ..... SYSTEM REMARKS DISTANCE FROM: DISTANCES: SEWER LINE DEPTH: PIPE MATE RIAL:C~/~''~ I LOT SLOPE: ~-~(] REMARKS: DIAGRAM OF SYSTEM ' ~' APPROVE G.A.A.B. i iii;!!] i::,iiiEF;' iii (iii::;' Fi i.ii,::(:ilJi',ii]];, i::ii',iD 'ii"iii!!] Ei',i:ii i i'iiEi'i;;i:i::i',ii:H i4 i i) ii'i i iil::: I:ii:;~:i::lv'iiii. i)i:i:'iH i::ii-,ii) 'ii'iii] i::;Cii ii:iH ii ii,,..ii ii :il ~.. i.~i:: .,, iii ii ."ii ':i:i i ::: i'::: i~ :; ii" 'ii' i:::;l:i(.:i';:i: ]i]i.i il]i',ii, ii il)~ i::ii.,i~.~.' ::;~'r;:;-ii:H i'.ili ~.1::~' "~i': :: ', i'.lli]i.i iili: :!;i.liii;..;fi:(];i TCI O Er E GEO', 2CHNICAL Er DEVEL ?IVIENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Ear/Ellis 694-2774 SOIL LOG 6~8-2280 Soils F~ Foundations Land Development Performed for: Name:__ ,~x~ ~(~?,~_x ~,~"~'~,~c, Tel, NO..~¥~ Legal So~ Characte~Jstic~ 15 Ground Water ~'ncountered: Yes ........ No ........ If yes, Proposed Installation: Seepage Pit Drain Field --~ Comments: \ ~ wh~t depth rd : ~-~ 0 0 (1) ,rd rd 0 [ APPLI( NT FILLS OUT UPPER HAl ONLY Property Owner Phone Robinson B. ~ Dorothy Oourley 694-3469 ~Mailing Address Sunny Glen Drive, Eagle River, Ak zip Code Buyer Mr & ~rs/ Ken Boyd Address P.O. Box 2380, Anchorage, Ak. , 99510 Zip Code Lending Institution Phone Ak~Pacific Mortgage Co., Attn: Terri Dubel 276-31!0 --Address P.O. Box 420, (101 W/. Benson Blvd.) Anchorage, Ak. ZipCode 99510 Realty Co. & Agent Coldwell ~anker Jack White Co. , Larry Maulden/Frank Willis Phone 277-1553 AddreSSLegal Description3201 C St.,.L Anchl.,~ Ak. ///~ ~ Zip Code 99503 Lt-Po', Blk 4, Glen Eagle Sub ~Street Location Sunny Glen Drive Type of Residence [ Single Family Multiple Family No. of Bedroor~s 3 [] Other Water SuppJy jlndividual "~" ~ i ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. Community ~ / For wells drilled prior to that date, give well depth (attach Icg if available). [] Public Utility Sewer Disposal  Individual Year Individual Installed: Public Ulility When Connected to Public Utility: E] Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE P~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date i'? Inspector Inspector Inspector Inspector MAY 0 9 1983 "Municipality of An..iorag~ (~,~.) APPROVED BEDROOMS'"~ 'CONDITIONS OF ( ) DISAPPROVED ( ) CONDITIONAL APPROV,.~I~* DATE / /~- Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received ,.~ "~ ('~ Well to Tank Septic Tank Size 72.023 (3182) EXCAVATION ROBERT A. SRAFER WORK CIVIL. ENGtNEER 694-2979 Jack White Realty ATTENTION: Larry Mauldin 3201 C Street Anchorage, Alaska 99503 April 29, 1983 MUNICIPALITY OF ANCHORAG~ F. NVIRO~M,~NTAL ?p..Oi ECl JO~ Dear Mr. Mauldin, Reference: Lot 2~ Block 3[ Glen Eagle Subdivision A sewer system adequacy test was performed on the system located on the referenced property, as you requested. The septic tank was pumped and verified 4o have a capacity of 1000 gallons. The absorption trenches was tested by a continuous flow of water of water over a period of 48 hours without any adverse effect on the system. It can be concluded from this test that the waste water disposal system serving the three bedroom residence located on this property is currently functioning adequately. However, the system cannot be guaranteed against subsequent failures. If we may be of further service, please do not hesitate to contact US. Sincerely, ? cc: Municipality of Anchorage Department of Health and Environmental Protection SRB 1BGX EAGLE RIVER, ALASKA MUNICIPALITY OF ANCHORAGE  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION  825 L Street - Anchorage, Alaska 99501 I ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR'APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER ' '-~ -- P~OPERTY RESIDENT'(If PHONE PHONS MAILING ApDRESS , ~ ~ / 5. I[EGAI. DESCRIPTION , · STREET LOCATION [ 6. TYPE OF RESIDENCE [~'SING LE FAMILY [] MULTIPLE FAMILY 7. WATER SUPPLY ~'-INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY 8. SEWAGE DISPOSAL SYS'rEM ~ INDIVI DUAL/ON-SITE** [] Other NUMBER OF BEDROOMS [] One ~_J Four [] Two [] Five ~_ Three [] Six * ATTACH WELL LOG. Awell ~og is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) If system is over two (2) cears old an adeuuacy test is required [] PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, 72-010(3/7S) THIS SIDE FOR OFFICIAL USE ONLY / DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME ,'~-, . TIME INSPECTOR I NSP ECTOR CT.a~ [] SINGLE FAMILY [] ONE ~ [] THf EE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO \ [] FO~IR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED I 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~ INDIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY ~.~ ~'~ Connection Verified INSTALLER []Septic Tank or E~] Holding Tank Size: /(~(~)~:3 If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL ~/',..a.~,~--,~., -- .. Absorption Area to nearest Lot Line / 5, COMMENTS [] CONDITIO'I~AL APPROVAL (letter must accompany certificate) LEGAL DES~ ~---' 72-010~ct~. ~/78) MUNICPALITY OF ANCHORAGE Development Services Department - t. Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 050-601-16 1 Certificate of On -Site Systems Approval Expiration Date: 2-(92— GENERAL (9Z GENERAL INFORMATION Complete legal description GLEN EAGLE BLK 3 LT 2 Location (site address) 23650 Sunny Glen Dr Current property owner(s) Boyd ...... _... ..................... ...__....._.-.__.-- Mailing address Real estate agent 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) _ Day phone 694-2397 Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic rX_1 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ `/ �• 5o (CDS) Q� Date of Payment 1 /22/Z.oZ�o Receipt Number O� 577b COSA# 0SC2 0 J 517 Waiver Fee $ _ Date of Payment Receipt Number Waiver # STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation -date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein_ 1 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation- 1 acknovAedge that On -Site staff may visit the site to verify the information submitted. Dame of Firm NorthRim Eng. Address PO Box 770724, Eagle River Engineer's Printed dame Steve Eng 6. DSD SIGNATURE System #1 Approved for .7 bedrooms System #2 Approved for bedrooms Disapproved Phone 694-7028 Date 9/19/20 Ar,` S �� ....:....iii .... .A �� �cra Steve Eng cE-6256'�� � ��QQraD %2 Conditional approval for bedrooms, with the following stipulations: OF AlilC�i �r/r. At ATER ER z J���IJ1J))))llh�l i 3y: Original: Certificate Oates rhe Municipality of Anchorage Development Services Division (DSD) issues Oertifrcates of On -Site Systems Approval (COSA) based only upon the *eptesentations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska The Municipality of Anchorage is iot responsible for errors or omissions in the professional engineers -&. . ATTACHMENTS: COSA Checklist x Nitrate Advisory Septic Svstem Advisory Arsenic Advisory Legal Description: GLEN EAGLE BLK 3 LT 2 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA FW Well log is filed with Onsite (or attached) Date drilled 8118185 Total depth 138 ft Cased to 138 ft FM Sanitary seal is functioning correctly FE -1 Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 8/29'20 Static water level at beginning of test 9 ft. Comments B. TANK DATA Age of tank(s) new years Tank type/material Measured operating fluid level in septic tank new R Standpipes/foundation cleanout per record drawing Date of pumping new D. ABSORPTION FIELD DATA 9/1/97 Which system tested (date installed) same FE -1 ALL standpipes present per record drawing Total measured depth from grade 4.5 ft (max) Measured depth to pipe invert from grade 4 ft (min) ❑ N/A — pressurized field FE -1 Monitor tubes go to bottom of effective. If not, state depth into effective 0 Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Parcel ID: 050-601-16 Structure served by this system Well production at time of test 4+ gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes F011 No F0 Coliform bacteria is Negative Nitrate 1.45 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L FE -1 Arsenic less than MRL (ND) Collected by NRimEng Date of Sample 9/1/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 829'20 Results 0 Pass For 3 bedrooms Fluid depth prior to test 0 in Water added 450 gal New depth I in Elapsed time 30 min Final fluid depth 0 in Absorption rate 450 gpd Any rejuvenation treatment (past 12 months) no If yes, enter date E. SEPARATION DISTANCES From Pnvate Well on Lot to: (Please enter distances it less than required or it community well) Septic Tank,'Lift Station on Lot > 100' 2 Yes Community Sewer Manhole/Cleanout > 100' (] Yes if No ft my Yes if No ft Neighboring Tank > 100' Yes if No ft Private SeweriSeptic Line > 25' 21 Yes if No ft Absorption Field on Lot > 100' Q Yes if No ft Holding Tank > 100' E✓ Yes if No ft Neighboring Absorption Fields > 100' Q Yes if No ft Water Main > 10' Animal Containment > 50' 21 Yes if No ft Q Yes if No ft 0 Yes if No ft Water Service Line > 'I0' [] Yes If No Manure.Animal Excreta Storage > 100' If septic tanK Is under driveway comment below Community Sewer Main > 75' Q Yes if No ft Q Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 2 Yes if No ft Surface Water > 100'❑ Yes if No ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Q Absorption Field > 5' [] Yes if No ft Private Wells > 100' Q Yes if No ft Water Main > 10' ft Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 'I0' [] Yes If No ft If septic tanK Is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' n„ Yes if No ft If absorption field is under driveway comment below Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' j] Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' U Yes if No ft F. ENGINEER'S COMMENTS +mac OF Al��1.. G. ENGINEER'S CERTIFICATION f A I certify that l have determined through field inspections and review f� c J0 fie,,, Engcc 40 of Municipal records that the above systems are in conformance with j+ CE -6256 MOA COSA guidelines in effect on this date. �� 9'/1'9%2Y SUNNY GLEN DRIVE EAST 189.87' u N / M] ao N Lot 1acv 30.7' �� a awa2 �y0 to =_ Iao : ar oEC. 3p S 45.2' �o• h h \ 7 SIeRY h 1.3' Q%Nr rsEsm LK 3p \ wm+ wo f q• \ \ \ \ DECK Lot 3 CJS 1� N N Lot 8 \ - SEPTIC PPES J R--200.00'------- EAST 48.45' o o M ` — E — THE CLEARING DRIVE PLOT PLAN _ AS BUILT -XL SCALE -!L= GRID SW 160 Project No. 20-356/A2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 0pO0O000 (907) 522-4625 Fax o q��O Professional Land Surveyors kenOlangsurvey.com OF A� o jonothan®langsurvey.com 00 .• l2, QO 1 hereby certify that I have surveyed the following described property: LOT 2, BLOCK 3, GLEN EAGLE SUBDIVISION (Plat No. 74-39) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the l�'l Day of ^ •. 1cI". ^,�'- -'- , at Anchorage, Alaska • 49TH ...... �'�i-Y:.... r : KENNETH G. LANG :.o 4p��Fo •.i s-5202.-•' S�oG S10NA'X• �O It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963