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Home My WebLink AboutUPLANDS PH 3 LT 7Onsite File ,� r I a n d P hdh Municipality of Anchorage On-Site Water and Wastewater Section - (907) 343-7904 Page 1 of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201481 PID Number: 050-474-70 Dwelling: Q Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: H New ❑ Upgrade Name Smith Phyllis Family Irrevoc ABSORPTION FIELD FK Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address NHN Upper Lowland Avenue ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 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 7 Fill added above original grade 0 Ft. Gravel length 42.0 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines NA Distance between lines NA FL SEPARATION DISTANCES To Septic Absorption I Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank I Field I Lift Station Tank I Line 504 Ftz 1 NA Ft. Well 100'+ I 100'+ NA i NA 25'+ TANK 9Septic ElS.T.E.P. E) Holding [I Other Manufacturer Greer Capacity 1250 Gal. Surface Water I100'+ 100'+ NA NA Material Number of compartments Lot Line 101+ 1.6' NA NA NA HDPE 2 Foundation 101+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Field To Lot Line Waiver Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Pomeraning Excavation Drainfield 3034 Co/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 833.56 ft Inspection ectioX51 3/24/21 3/26/21 Location and description 3`d 3/28/21 2nd 4"' South West Corner Top Of Foundation Wall ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date d TH 9f+ PW Stever' (Z 'annoi e rte_ Septic Syste G Approved — Date Date ro . Note: this approva oes not include well permit requirements.��`��`` DESIGN PARAMETERS LOTS To NORTH PRIMARY SEPTIC SYSTEM - UNDEVELOPED NO. BEDROOM: 4(600 gpd) TANK SIZE: 1 250g PERC RATE: 1.9 MPIr SOIL RATING: 1.2 GPD/SF AREA RQD: 500 SF \ L7 " SYS. TYPE: DEEP TRENCH 6.0'ED SALE. 1"=50' 2;1 MIN LENGTH: 41.7 LF X 0� �--^ - - USED: ' [530I i £D D\NACe tYgY - 42LFx2.5'Wx6.O'E.D.,10.O'TD TOTAL AREA: 504 SF L 6/,'_ INSTALLED GREER 1250 ` — — — — DRAINAGE WAY _ u _ u WATER LINE / WELL RADIUS NEW SEPTIC ABBREVIATIONS TH A B FC 16.0 32.4 M 1 21.4 42.6 Ti 24.3 43.0 T2 28.2 47.4 DC 1 32.0 51.7 C 1 23.6 56.6 M2 24.6 57.4 C2 61.5 84.3 M3 60.3 83.1 — — — — DRAINAGE WAY _ u _ u WATER LINE / WELL RADIUS NEW SEPTIC ABBREVIATIONS TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. FC FOUNDATION CLEANOUT FS FLOW SPLITTER MT MONITOR TUBE NO. TYP TYPICAL LOTS TO EAST ON PUBLIC llATCIJ CVCTCKA SEPTIC TANK (N) -- _ INSTALLED FC BEFORE & y 21.7 4BR ! DCO AFTER TANKSFD(N) it BM SCHILLE 2018 A A BM _c \ Tl OM1 DRNr YAY i 1.6— TH10 � 1 �M3 T,� M2 5.8 - - - - - - - —THI ' ANDERSON 2019 ' RESERVE AREA CAT III (NIC) AVEANDERSOv 2019 Ii\ INSTALLED ABSORPTION FIELD N - --/ ` 42LFx2.5'Wx6.0'E.D.,10.0'T.D. DRIVEWAY " \ ' INSTALLED COs & MTs AT ENDS OF FIELD EC �2 CCi `s 412SOG 23,0 GREER �a.1 TANK PRC SCALE: WE PERF -0: 10/74/2018 Om: 11/./2018 7.01 W _ N O NLn co r �4Q o � � 03 N' 00 II t` opt ZN i O',. 0W_zi `- �1O �0- O N w c(o ,r U (nJ�� -0 W 2 0 0 0 Z N N N 00 0 0 d co r �4Q ULLJ O > > Q LLJ I— C) � Otry ZLn r � (� z z W :�E J Q VLLL cl) Q 5 agCD �- QLrcr-� acnn� J Q �Q^ (nJ�� n- tu o W Q zo2 0 wJ Q° _-i z Q 0- � 0 W z z 5 J Q a W Q o z 0 W z LJ o 11111111��1111111��111111q 1111111 MI S1W RV 1 R S I i9 1 Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveC@panengak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P O Box 196650 Anchorage, Alaska 99519-6650 Subject: Uplands Phase 3 Lot 7 Lot Line Waiver Request Ladies and Gentlemen: 23 June 2021 We request a separation distance waiver for an existing absorption field to the lot line of (1.6'). This is an existing drain field which was installed in March of 2021. The field has been in operation since installation. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. If you have any questions or concerns, please contact me at 907.745.8200. Sincerely, ao��E OF A "444 e M Steven R. Pannone 1 J6`, - " °°R�ss\ Steven R. Pannone, P.E. Owner/Civil Engineer Mailim-4: P.U. Box 130*7 PalnEe,, AX 0964' I'e ephorie: (907) 74.5-82'_00 FAX: (907) 74..5-8201 ��Municipality of Anchorage � Ur.partment P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (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#: OSV211039 COSA#: Permit#:OSP201481 PID#: 050-474-70 Legal Description: Uplands Ph 3 Lt 7 Engineer: Pannone Engineering Services Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field only. Any fixture upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Waiver is Granted: X Waiver is not Granted: Date: � l 31-,71 Approved by: Name of Reviewr **** VARIAN C E/WAIVER REVIEW **** m #'%V tPLG Ji#!*GsLV*VV N •z ggvp oW - o v9 x I O W am �aCx0 Un Colon) W (ri r o W t -o - 0t00- o z W� 2 5 V U. O E6900.6OW V$0 V WW in jF0 Z3D0 0- Z Cj Crz w �wo= V H � W4 _ z _CL6Co8 w r. U 4 = 0$ O p J 0: to d� itj 0: If I7 \ 4 ii cnM c; O RU w x �"` n •- d/l x = L 3 Z N O ', O m N 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: OSP201481 Work Type: Septic Initial Tax Code Number: 05047470000 Site Legal Address: UPLANDS PH 3 LT 7 G:0057 Site Mailing Address: Owner: SMITH PHYLLIS FAMILY IRREVOC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date V fi Ue��irtmeut Lot Size in Sq Ft: Total Bedrooms: 11/25/2020 11/25/2021 42195 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: Issued By: Date: Date: CI MUNICIPALITY OF ANCHORAGE Community Development Department Phone 907-343-7904 Development Services Division'" j Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 050-474-70 Property owner(s) SMITH FAMILY IRREVOC TRUST Day phone Mailing address 10441 STEWART DR, EAGLE RIVER, AK 99577 Site address NHN UPPER LOWLAND AVE, EAGLE RIVER AK 99577 Legal description (Sub'd., Block & Lot) UPLANDS PH3 L7 Legal description (Township, Range & Section) Lot Size 42,195 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal D 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: 6 Z5 Waiver Fees: Date of Payment: 11 1 `1 a 0 0 Date of Payment: Receipt Number: 078 30(�--j Receipt Number: Permit No. Q-5PZ0/q'3j Waiver No. Permit App--'- :..,:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201481, Deb Wockenfuss, 11/25/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201481, Deb Wockenfuss, 11/25/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201481, Deb Wockenfuss, 11/25/20 DEPTH (feet) OILS • PERCOLATION TEST G 1 N 1 E P. 1 ?4 r * • • P j.- LS LEGAL DESCRIPTION: UPLANDS LOT 7 PERFORMED FOR: THE BOUTET COMPANY INC. DATE: 10 / 24 / 18 PROJECT No.: PARCEL ID#: TECHNICIAN: J. MILLETTE TEST HOLE 11 J. WILLIAMS 5 6 7 8 9 la 11 12 13 14 �OMMENTS: 1 OB SLOPE GM (SANDY SILTY GRAVEL) WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? — �S DEPTH OF WATER AFTER MONITORING: NONE L DATE OF MONITORING: 11-4-18 ' TH n Schi( ! ler CE 12592 ti s :n, s.2ots . •,�� Q2ii OFESSIfl�i Professional SI I E PLAN SEE SITE PLAN DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) WATER (INCHES) NET DROP (INCHES) 11/23/18 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 11:09/11:19 10 518/11 58 16 2 11:20/11:30 10 518 /11 516 3 11:31/11:41 10 518/1016 516 4 11:43 / 11:53 10 518 /1014 516 5 11:54 / 12:04 10 518 / 1016 516 6 12:05/12:15 10 518 /1016 51s PERCOLATION RATE: 1.9 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. �S N MUNUPALITY OF ANCHORAGE 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. 050-474-70 1. GENERAL INFORMATION Expiration Date: % % �/ -7 A 2 - Ti Complete legal description Uplands Phase 3 Lot 7 Location (site address) NHN Upper Lowland Avenue Current property owner(s) Smith Phyllis Family IrrevoC Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING:.. ;Yt_.} ❑ Single Family (w/wo ADU) ( ❑ Duplex t P ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic IT] Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System El Public Sewer ❑ Waiver request for: Field to Lot Line Seperation Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $7�5 4 4.!g Date of Payment __D. o Z I Receipt Number O�3 ?Z 0 G COSA# OSG21167 Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: '6 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 Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE Y_ System #1 Approved for bedrooms _ bedrooms System #2 Approved for __ bedrooms Disapproved Date l L 1 l Steven R. f annone r C= 8145 �`%s> . 4 � Conditional approval for bedrooms, with the following stipulations: SOF f f ((rr��i� _SFE V�q J F g R AND J m WAST!-VATER o1 - A/ SERVP��, By: vu Original Certificate Date: The Municipality of Anchor a 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 7 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 N/A ft Cased to N/A ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Comments Lot Supplied By Public Water B. TANK DATA Age of tank(s) <1 years Tank type/material 1£P.rc,"°PE 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) 3nha°z' ❑ 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 COSA Checklist yellow sheet Parcel ID: 050-474-70 Structure served by this system 1 Well production at time of test N/A gpm Water storage 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 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date New Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Clearrdut> 0 . • -s if No ft .. �'es if No Neighboring Tank > 100' !— .'es if No ft Private-Swer/Septic Line > 25' �] Yes if No Absorption Field on Lot > 100' [ , Yes if No ft Holding Tank > 100' Yes if No Neighboring Absorption Fields > 100' �j Y if No Community Sewer Main > 70' Yes if No Animal Containment > 50' Yes if No ft Manure/Animal Excreta Storage > 100' ft ` es if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' ❑✓ Yes if No • Property Line > 5'✓❑ Yes Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' Yes if No. Water Main > 10' ft Yes if No ft Community Wells > 200' n Yes if No_ 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) ft ft ft ft ft ft ft ft Building Foundation > 10' ❑✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No 1.6 ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Surface Water > 100' ✓❑ Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify 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. l COSA Checklist yellow sheet t�ven R. ' Cnnr-,rne ► CE 81.4 9 i� rhMiJr r J�� }wl�