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Home My WebLink AboutUPLANDS PH 3 LT 1Onsite File Uplands Ph \,:�� ®�.y . �. krtev uoiuci !o/ Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211093 PID Number: 050-474-64 Dwelling: 01 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: n New ❑ Upgrade Name Smith Phyllis Family Irrevoc ABSORPTION FIELD n Deep Trench El Wide Trench ❑ Bed ❑ Mound Site Address NSN Upper Lowland Avenue ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 7 1.2 GPD/SF JTotal 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot Uplands Phase 3 1 Fill added above original grade 0 Ft. Gravel length 75 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines NA Distance between lines NA FL SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 900 FF 1 NA Ft. Well 100'+ 100'+ NA NA 25'+ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500, 1000 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 10'+ I 10'+ ( NA NA NA HDPE 2 EA Foundation 10'+ I 10'+ NA ( NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to3034 drainfield Pomeraning Excavation Drainfield 3034 Co/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 821.5 ft Inspdecct sn im 06/07/21 06/08/21 Location and description V 06/09/21 2nd 41" 06/10/21 South East Corner Bottom Of House Siding ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date ,�tG of AC,gS� .... � �t `•.�t : reri R. Panncir�� Septic System Approved Date 10 -G r' C i;14•'fes- Note: this approval does not include well permit requirements. krtev uoiuci !o/ r � � N �KOcnm -0 -1 M 0:::- z r X � m D p z z 0 S D N r A 0 0 ) mr0 - - S, o m 0 G m n z m r- z z z 0 m D D 0 o g gm cn c, m u z n m m m r r -i �.i C 0C'f) �_ (n D (n -i Z _O <;70mDprn -{ -I - C DOUcn _K In D GO -D -i Z -0 -<;OmD0� z O0 v1-9 Dm z cn M> =: cn r D 0T m TDmO 7, p cn m r= (') � r' D n (Tl (n' DN Z� �D �� M< n K:N — rn m z ��7 Oimozmm�� mr�*�0�ozlDm�c! 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Dy Dx =0�G7 N8m 0 0 -.. x cnc(�6 =0 C') Nps �r� �, 0 �; OO 0m N_u fliC100 0 ° � 00000 m N_u(ntv000Jn cn� �� Z �i� 0 �(n r � -0 � .-. � -< mm � � � r zI -u -U -. - � -< _qm �> O�p�i O 0_°�0cfi, o cz> N zcnm O o n 20mm -i o = r O m -i 0 b a 71o . 0 F c/)m 0 0 19.5 � !f cil ---o--- —� i z z z ,(nl (nl U D r- rr- mmrr O O Cr C C O zCO0 \ \ Cv� 10 Or - - t - - - - Dnp 000 mz0 00 1 r 0mD0 O 0w i O� OU!MM ) < ZDF)c: 1 o�� j m�zg< m� m O =0-D rn m z ��7 i -D10 QD�Co Z�0. Dy < �z m'7 ;u c/) D z Z (n smt----— --- ( I I I I TRUE NORTH SCALE : t"= 50' NOTES: PANNONE ENG SVC Lt.0 (C.1. TOSS) """"", REVISIONS DATE RECORD DRAWINGS P.O. BOX 1807 PALf�ER, AK 59645 .. A4,gSh, 10/18/21 PHONE 907} 745-8200 FAX 907 745-8201^_��? fy'/, SCALE UPLANDS PHASE 3 LOT 1 49 P.I.D. NO DRAWN ��C SMITH PHYLLIS FAMILY IRREVOC - - 05MIT NO. s4 i. Stevan -.149 Pannone -_ SITE: NSN UPPER LOWLAND AVENUE CE -8149 .. PERMIT 11 OSP211093 SITE PLAN EAGLE RIVER, AK 99517 q...... SHEET ` 2 OF 2 t# imp oft (� s � • � r r • i t -rt _* r rrn y ; , st ** rr 0 0 i rt 0 +QZ • * * Q mo a r • st s r r r ** e *r • rr *En 4 * tz c orr - IY • • t y*r7l A M f ,. ,,, 0 !ter, r cx CC CI rr N 171 IYKI (� Cr! k8lLINIC|PALiTY OF ANCHORAGE On -Site Water 8.Wastewater Program POBox 19O§5D 47O0Elmore Road Anchorage, Alaska og510-005O Phone: (9O7)343'7gO4 Fax: (9O7)3*a'79S7 Permit Number: OSP211093 Work Type: Septic Initial Tax Code Number: 05047464000 Site Legal Address: UPLANDS PH3LT 1 G:0057 Site Mailing Address: 20D78UPPER LOWLAND AVE, Eagle River Owner: SMITH PHYLLIS FAMILY |RREVOC Design Engineer: PANN(}NEENGINEERING SERVICES This permit isfor the construction of: R1 Disposal Field Z Septic Tank El Holding Tank Privy Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms: 4/12/2021 4/12/2022 El Private Well E] Water Storage All construction shall beinaccordance 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 VVasbavveter Disposal Regulations (1 8AAC72) and Drinking Water Regulations (1 8AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.G5.Provide notification bycalling (9O7)343'7&O4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Et MUNICIPALITY NCH Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-474-64 Property owner(s) Phyllis Smith Irrevoc Trust Mailing address 10441 Stewart Dr, Eagle River, AK 99577 Site address NSN Upper Lowland Ave Day phone Legal description (Sub'd., Block & Lot) Uplands Phase 3, Lot 1 Legal description (Township, Range & Section) Lot Size 43,589 Sq. Ft. Number of Bedrooms 7 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial R Single Family (SF) ❑X (w/wo AD U) Septic Tank ❑X Upgrade ❑ (D) ❑ Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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: $595 Waiver Fees: Date of Payment: HE aorll Date of Payment: Receipt Number: 61.1 � � G Receipt Number: Permit No. OSP211093 Waiver No. Permit App_:- :• : -.,:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211093, Deb Wockenfuss, 04/12/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211093, Deb Wockenfuss, 04/12/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211093, Deb Wockenfuss, 04/12/21 4 SOILS LOG AND PERCOLATION TEST ENGINEERING LEGAL DESCRIPTION: UPLANDS LOT I PERFORMED FOR: THE BOUTET COMPANY INC. DATE: 10/24/18 PROJECT No.: PARCEL ID#: TECHNICIAN: J. MILLETTE J. WILLIAMS DEPTH TEST HOLE 1 (feel) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 • GM (SANDY SILTY GRAVEL) SLOPE SITE PLAN SEE SITE PLAN COMMENTS: DATE READING WAS GROUND WATER ENCOUNTERED? NO NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) IF YES @ WHAT DEPTII? - L 1 3:42/3:48 DEPTH OF WATER AFTER MONITORING: NONE 0 6 2 DATE OF MONITORING: 11-6-18 P 5/11 6 3 E 6:11 COMMENTS: DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) 11/23/18 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 3:42/3:48 6:10 5/11 6 2 3:53 / 3:59 6:08 5/11 6 3 4:00/4:06 6:11 5/11 6 4 4:07/4:13 6:07 5/11 6 5 4:14/4:20 6:10 5/11 6 6 4-.21/4:27 6:09 5/11 6 PERCOLATION RATE: 1.03 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. SOILS LOG AND PERCOLATION TEST *--GINEERING LEGAL DESCRIPTION: UPLANDS LOT I PERFORMED FOR: THE BOUTET COMPANY INC. DATE: 10/24/18 PROJECT No.: PARCEL ID#: TECHNICIAN: J. MILLETTE J. WILLIAMS DEPTH TEST HOLE 2 0,cet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SLOPE Y y' GM (SANDY SILTY GRAVEL) SITE PLAN SEE SITE PLAN COMMENTS: DATE READING WAS GROUND WATER ENCOUNTERED? NO NET TIME (MINUTES) DEPTH To WATER (INCHES) IF YES -8 WHAT DEPTH? - L 11/23/18 TEST HOLE PRESOAKED PRIOR TO TESTING: DEPTH OF WATER AFTER MONITORING: NONE 0 3:00 5 DATE OF MONITORING: 11-6-18 P COMMENTS: DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) 11/23/18 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 3:00 5 2 3:30 30 7 2 3 3:31 5 1s 4 4:01 30 7-1 1 16 5 4:02 5 6 4:32 39 616 1 16 PERCOLATION RATE: 16 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)' TEST RUN BETWEEN: 4 FT. and 5 FT. MUMCWALITY OF ANCHORAGE �dt.,'� Development Services Department �\` Phone: 907-343-7904 On -Site Water & Wastewater Section -- Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-474-64 1. GENERAL INFORMATION Expiration Date: Complete legal description Uplands Phase 3 Lot 1 Location (site address) 20976 Upper Lowland Avenue Current property owner(s) Spinell Homes Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 7 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System El Public Sewer ❑ Waiver request for: _ Distance Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $% Waiver Fee $ Date of Payment (� a O :p a Date of Payment Receipt Number 0 3 "-1 G Receipt Number COSA # G 2 l b q ci Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE I' System #1 Approved for _ l bedrooms System #2 Approved for bedrooms Disapproved Phone (907) 745-8200 Date 220 t �? f� AQ TH Steven Pannone F.. CE `mss • 81-19 I .. \r�--� i Conditional approval for bedrooms, with the following stipulations: VV! -\I LIN P%IV V J� By: O Original Certificate Date: a 3 a 012 a The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: Uplands Phase 3 Lot 1 If more than 1 septic system on lot: COSA Checklist # 1 of 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled N/A Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly' ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA N/A Parcel ID: 050-474-64 Structure served by this system 1 Well production -.at -time' o res N/A gpm Water-sGorage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by _ Date of Sample Static water level at beginning of test N/A ft. Comments LOT SUPPLIED BY PUBLIC WATER SYSTEM B. TANK DATA Age of tank(s) <1 years Tank type/material HDPE Measured operating fluid level in septic tank N/A ❑ Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) 06/07/21 ❑ ALL standpipes present per record drawing Total measured depth from grade 10.0 ft (max) Measured depth to pipe invert from grade 4.0 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: NEW SEPTIC SYSTEM COSA Checklist yellow sheet C. LIFT STATION ❑ Required maintenance completed Age of lift station N/A years Lift station material N/A Comments: Adequacy test date N/A Results F71pass For 7 Fluid depth prior to test _ Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd _ bedrooms in Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community wel Septic Tank/Lift Station on Lot > 100' Commun �ewerManhole/C I Yes if No ft Neighboring Tank > 100' j Yes if No ft Private Sewer/Septic Line > 2 Absorption Field on Lot > 100' r Yes if No ft Holding Tank > 100' Neighboring Absorption Fields > 100' Animal Containment > 50' 17 s if No ft Manure/Animal Excreta Storag Community Sewer Main > 75' r-]Yesif No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Yes leanout > 100' ft Surface Water > 100' ❑✓ Yes if No ft j Yes if No ft Yes if No 5' Yes if No ft ✓V AbsorptionField > 5' M✓ _ Yes if No ft ft Private Wells > 100' 0 Yes if No ft Yes if No ft Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' ✓❑ Yes e > 100' ft If septic tank is under driveway comment below /es if No ft Building Foundations > 10' Yes if No ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5'✓0 Yes Yes if No ft Wells on Adjacent Lots.- ots:Absorption ✓V AbsorptionField > 5' M✓ Yes if No ft Private Wells > 100' 0 Yes if No ft Water Main > 10' n Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' ✓❑ 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'✓❑ 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' ✓V Yes if No ft Private Wells > 100' ❑ Yes if No ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' ❑ Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION icertify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Z2Q31z- COSA Checklist yellow sheet -0`of A4 kk ��P.• � � .fid TH Steve R Pannone ¢ � CL' 8149 Y'JFESSIJ��