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HomeMy WebLinkAboutUPLANDS PH 3 LT 5Onsite File a n d's P h 3 kmev U31uel ILS) Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211019 PID Number: 050-474-68 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: W New ❑ Upgrade Name Spinell Homes ABSORPTION FIELD ❑ Deep Trench 01 Wide Trench ❑ Bed [:]Mound Site Address 45501 Upper Lowlands Avenue ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 6 GPD/SFJ 5.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 FL Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot Uplands Phase 3 5 Fill added above original grade 0.5+ Ft. Gravel length 30 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines NA Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding ine Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Li-1 214 Ft2 1 NA Ft. Well 100'+ 100'+ NA NA 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 9 Other Manufacturer Anchorage Tank/ Orenco Capacity 1500 Gal. Surface Water 1001+ 1001+ NA NA Material Number of compartments Lot Line 10'+ 10'+ NA NA NA Polyethylene 2 .Foundation 10'+ I 10'+ NA I NA LIFT STATION Manufacturer Capacity .. Remarks Orenco 250 Gal. Alarm location House Electrical installed by Solid Ground Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Pomeraning Excavation Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 100.0 ft Inspdection 151 10/27/21 10/28/21 Location and description 2„d 3`d 10/29/21 01 Basement FF ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date OF Al_�Skh h� 9 TH ..... . .... .. ..:.. � Steve tl .K Pantlor, e CE 8140 -*,,- Septic System Approved /0 Date q7 a4z�'�r'�2l?� y� �_1\ Note: this approval does not include well permit requirements. —N--0— kmev U31uel ILS) DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1500g ADVANTEX PERC RATE: 2.2 MPI SOIL RATING: 6.0 GPD/SF AREA ROD: 150 SF SYS. TYPE: WIDE TRENCH 2.0'ED RF: 0.70 MIN LENGTH: 21 TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL LEGEND W WATERLINE/ WELL RADIUS SS NEW SEPTIC USED: A PARALLEL TO THE SLOPE. *CONTOURS ARE BASED ON 30LFx5'Wx2.0'ED,5.0'TD ------- LIDAR AND ARE INTENDED TO TOTAL AREA: 214 T2 a� ? GIVE A GENERAL PICTURE OF azoj ----- \ PRIMARY DRAIN FIELD (N) / a�P. SURROUNDING SLOPES. THEY - -� RESERVE DRAINFIELD (P) QEo_ ARE NOT SURVEYED. THE TRENCH WAS INSTALLED 3OLF x 5 W x 2.0 ED x 5.0 TD A PARALLEL TO THE SLOPE. _ INSTALLED MONITOR TUBE AND 5.6 i CLEAN OUT AT EACH END 29.0 T2 ' \ 31.2 DCO M1 32.3 L5C2 _ 54.3 ago ------ ' ' DCO TH7=1--- 40.6 INSTALLED 1500g ADVANTEX TANK(N) T2,-' ' 39.6 (GREER HDPE) W/ AX20 POD T1 INSTALLED FOUNDATION CLEAN OUT A AND POST TANK DOUBLE CLEAN OUT" - B FCO 4BR HOUSE (N) I L4 ------------ i SEVEW NEW az 4BR HOUSE mz Q\D� o E- w (DAYLIGHT BASEMENT) o o z) o OG Q 0 m D FINISHED FLOOR: 100.0 v o zw~z i -i \m m -i 0w z o ov Q z FG: 97.1 00 nn 91.3' 92.5 !✓4WO 89.3- �'p e''�� sL T�►�vfG NOTES: P ONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 UPLANDS PHASE 3, LOT 5 SPINELL HOMES 45501 UPPER LOWLANDS AVE PLAN EAGLE RIVER, AK OG/FG: 94.3 �a3o - 18=35 w m D I �o 0 z N 0 ZO W N 60 � c) = w nn F- GW/ SW W@ 85.3 5/21/2022 �e®® ®1d Dote OFA .....� ,gs�2/3/2022 �'LP' �y1� Scale P.I'D NO 050-474-68 Steven R. Pannone # PERMIT N0. /. iCE 814 •qllie OSP211019 lFhf�V�� Sheet k�i,aOFESS a4— 2 OF 2 A B FC 5.6 T1 17.3 29.0 T2 21.0 31.2 DCO 25.4 32.3 Cl 35.0 54.3 mi 32.9 52.6 C2 40.6 38.0 M2 41.6 39.6 ------------ i SEVEW NEW az 4BR HOUSE mz Q\D� o E- w (DAYLIGHT BASEMENT) o o z) o OG Q 0 m D FINISHED FLOOR: 100.0 v o zw~z i -i \m m -i 0w z o ov Q z FG: 97.1 00 nn 91.3' 92.5 !✓4WO 89.3- �'p e''�� sL T�►�vfG NOTES: P ONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 UPLANDS PHASE 3, LOT 5 SPINELL HOMES 45501 UPPER LOWLANDS AVE PLAN EAGLE RIVER, AK OG/FG: 94.3 �a3o - 18=35 w m D I �o 0 z N 0 ZO W N 60 � c) = w nn F- GW/ SW W@ 85.3 5/21/2022 �e®® ®1d Dote OFA .....� ,gs�2/3/2022 �'LP' �y1� Scale P.I'D NO 050-474-68 Steven R. Pannone # PERMIT N0. /. iCE 814 •qllie OSP211019 lFhf�V�� Sheet k�i,aOFESS a4— 2 OF 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 2021-1 OR I ORGANICS GW/SW SAND AND GRAVEL BOH DATE PERFORMED: 5/21/2021 SOILS LOG - PERCOLATION TEST SLOPE x TH SITE PLA WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -9.0' DEPTH TO WATER AFTER MONITORING? -9.0' DATE: 5/29/2021 DEPTH TO WATER AFTER MONITORING? -DRY' DATE: 10/27/2021 SLOPE TH X READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP 1 5/21/2021 1:10 --- 2.99 --- 2 1:20 10 MIN 8.04 5.05 3 1:20 --- 2.99 --- 4 1:30 1 10 MIN 7.70 4.71 5 1:30 --- 2.99 -- 6 1:40 10 MIN 7.59 4.60 7 1:40 --- 2.99 --- 8 1:50 10 MIN 7.55 4.56 9 1:50 --- 2.99 --- 10 2:00 10 MIN 7.56 4.57 11 2:00- 2.99 - 12 2:10 10 MIN 7.54 4.55 PEROLATION RATE 2.2 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by POMRAINING EXCAVATION PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: AATTTT�r ®��'s RECORD DRAWING P O E ENG SVC, LLC OF A(��0, D2/3/2022 P.O. BOX 102954 ANCHORAGE, AK 99510 '��' ' ' ' ' ' '9cS l� PHONE (907) 272-8218 FAX (907) 272-8211 ®..��P ' �y�� Scole *. TH NTS ... .. ... .......... F P.I.D. NO UPLANDS PHASE 3, LOT 5 ® 050-474-68 SPINELL HOMES Steven R. Pannone PERMIT NO. (� % 8149��,,� 45501 UPPER LOWLANDS AVE OSP211019 O � •. SOILS LOG EAGLE RIVER, AK ��11>�Fposs� Sheet 3 OF 3 � ! < :00; m % * . " m ..JN|CIPALITY[)FANCHORAGE On -Site Water & Wastewater Program POBox 198V5O 47OOElmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 A I'M 1!11111111 Permit Number: OSP211019 Effective Date: Work Typo: Septic Initial Expiration Date: Tax Code Number: 05047468000 Site Legal Address: UPLANDS PH3LT 5 S:0857 Site Mailing Address: 20801 UPPER LOWLAND AVE, Eagle River Owner: SMITH PHYLLIS FAMILY |RREVOC Lot Size in Sq Ft: Design Engineer: PANNONEENGINEERING SERVICES Total Bedrooms: This permit is for the construction of: 2/16/2021 2/16/2022 Z Disposal Field Z Septic Tank El Holding Tank 0 Privy 171 Private Well 0 Water Storage All construction shall bminaccordance 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 VVasiavvaher Disposal Regulations (18/AC72) and Drinking Water Regulations (18AAC8O) 3. The wastewater code requires inspections during the installation. The engineer shall ncdifvthe Development Services Depa�rnentper A��C1G.S5.Provide noUfiooUnnbymaUing(QO7)343'78O4( -). 4. From October 15tnAph� |15.eaubouacesoi|abnorptonoymtemunderoonsbunhonduhgfroezinOwuather shall beeither: a. Opened and Closed onthe same day, ur b. Covered, sealed, and heated to prevent freezing _5/-q/-_71 C7-"/ D M�i'ACe^ 4'e- ���'er 9�_ L-&CmAlt' t(-) 4. Received By: Date: Issued By: Dote: M MUNICIPALITY OF ANCHORAGE 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. 050-474-68 Property owner(s) Phyllis Smith Irrevoc Trust Mailing address 10441 Stewart Dr, Eagle River, AK 99577 Site address NSN Upper Lowland Ave Legal description (Sub'd., Block & Lot) Uplands Phase 3, Lot 5 Day phone Legal description (Township, Range & Section) Lot Size 45,501 Sq. Ft. Number of Bedrooms W APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial EX -1 Single Family (SF) Septic Tank Q Upgrade ❑ (w/wo ADU) Holding Tank ❑ Renewal ElDuplex (D) ❑ El Multiple Multiple Dwellings ElPrivy 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: 120;2 f Date of Payment: Receipt Number: 7 ? G Receipt Number: Permit No. OSP211019 Waiver No. Permit App__- : :'-.,'c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@panenRak.com May 3, 2021 Subject: Uplands Phase 3, Lot 5 Septic System Permit Request Design Narrative C --g ( This is a design narrative for a permit to install a new septic system and well to be issued for this property. The proposed systems will serve a proposed four bedroom (4) bedroom house. Currently the lot is undeveloped. This lot and the surrounding developed lots are or will be served by AWWU. Required separation distances to wells will be maintained. 1. Soils. One test hole was performed by Ben Schiller in October of 2018 and groundwater was monitored for 7 days. Minimum separation to groundwater for CAT III will be maintained. Based on the results of the percolation tests and overall soils appearance as found by PES an application rate of 4 gallon/day/square feet was used for a CAT III wastewater system. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the northeast to the southwest in the area surrounding the septic system at approximately 8%. The road cut bank below the system is approximately 5' high, and the system will be lower than the slope. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Steven R. Pannone, P.E. ............................................ . Mlaili}gig: P.O. Box 1807, Palmer, Ali 99645 Tele"ohone: (907) 746-8200 FAX: (907) 745-8201 DESIGN PARAMETERS ABBREVIATIONS LEGEND Co-& PRIMARY/RESERVE SEPTIC SYSTEM TH TEST HOLE W WATER LINE/ N0. BEDROOM: 4(600 gpd) \- - / I'' !-- � i'•rr! TANK SIZE: 1500g ADVANTEX (P) PROPOSED WELL RADIUS PERC RATE: USE 21 MPI (E) EXISTING ---- SOIL RATING: 4.0 GPD/SF CO CLEAN OUT N0. SS NEW SEPTIC AREA ROD: 150 SF WITH AX20 POD SYS. TYPE: WIDE TRENCH 2.0'ED MT MONITOR TUBE NO. ; RF: 0.70 TYP TYPICAL MIN LENGTH: 21 -----' USE: 30LFx5'Wx2.0'ED, 10.0'TD-_----_ 1 w� INAGE Y� hSAP?E� ORl- ,. 620 \- - / I'' !-- � i'•rr! -835 ---- --- - - - - -- 1500g ADVANTEX TANK (P)' WITH AX20 POD INSTALL FOUNDATION CLEAN OUT ---'- :_ --- ; / AND POST TANK CLEAN OUT' - - 48R HOUSE I (P) -----' - I i $ -s \ • L4 N I 830 PRIMARY / RESERVE DRAINFIELD (P) I - - 3OLF x 5'W x 2.0'ED x 10.O'TD_ a INSTALL MONITOR TUBE AND SEPTIC AREA CLEAN OUT AT EACH END 62s' •1 _ . _I -1 I t I ------ - --� UPP -- - 1 L3 -' TH4 ---- ---_-- /- NOTES:- PANNONE ENG SVC, LLC ��oF a ®�� Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 '(� �qs��Q 2/15/2021 PHONE (907) 272-8218 FAX (907) 272-8211 ,�oj�P �y�� Scale 1„=50' ..... .. . . ... ..... P.I.D. NO UPLANDS PHASE 3, LOT 5 050-474-68 PKYLLIS SMITH FAMILY IRREVOC TRUST Steven 'R. 'Pannone PERMIT N0. NSN UPPER LOWLANDS AVE �� �c , rE _8_1, 49 4`��� OSP211019 PLAN EAGLE RIVER, AK ��F�/OFES90NA�� sheet ®�atete0� i OF 2 SPECIAL PROVISIONS TO SPECIFICATIONS Go l 1. SCOPE AND SPECIFICATIONS: 1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 1.3. SCOPE OF WORK: INSTALL NEW 1500g ADVANTEX WITH AX20 POD, AND SOIL ABSORPTION SYSTEM. 1.4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16,0 FEEL' BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 1.5. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT, 2. CONSTRUCTION SPECIFICATIONS: 2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO ±1" PRIOR TO INSTALLING THE PERFORATED PIPE. 2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTIR D3D34 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 2.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL, LAP ALL JOINTS 2 FEET MINIMUM. 2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL 2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 3. CONTRACTOR RESPONSIBILITIES: 3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL- BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TITLE: DATE: FOR CONSTRUCTION rtlMONE ENG SVC, LLC�®� Dote P.O. BOX 100217 ANCHORAGE, AK 99510 ��0F A�qs��� 2/15/2021 PHONE (907) 272-8218 FAX (907) 272-8211poj>�P �y��aa Scale 49 TH Sr Y� NTS .... ........ P.I.D. NO UPLANDS PHASE 3, LOT 5 ® 050-474-68 PKYLLIS SMITH FAMILY IRREVOC TRUST Steven R. Pon none ®PERMIT NO. �� E 8149®G NSN UPPER LOWLANDS AVE � OSP211019 '°' Street OFE DESIGN DETAILS EAGLE RIVER,, AK ����PFp'k�� ���� S51��_ 2 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211019, Deb Wockenfuss, 02/16/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211019, Deb Wockenfuss, 02/16/21 MU ` U UTY oF ANCHORAGE Development Services Department i�� Phone: 907-343-7904 On -Site Water « Wastewater Section -' Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 05047468000 1. GENERAL INFORMATION Complete legal description Uplands Ph3 L5 Location (site address) 20891 Upper Lowlands Expiration Date: j 0 -Za - 2O Z3 Current property owner(s) Spinell Homes Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ 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 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee,) 7_5- Date of Payment _ 3 I Receipt Number _ ©b % 7G COSA# 03GZ l0` G Waiver Fee $ Date of Payment Receipt Number 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 Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E., F. ACE Date OF Al_ � 6. DSD SIGNATURE'_. System #1 Approved for Ybedrooms "stei%en R f �nror;c CE 8149 c� System #2 Approved for bedrooms ��F l •, Disapproved Conditional approval for bedrooms, with the following stipulatio\`\`P_1T1; OF,rgr����/��� 01V -SITE �o v mWASTc:� 1 N� m PROs" R o n AM RVII BY �— Original Certificate Date: 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 {.✓ �•i �~ .-'.� FN 1 ice` 3-,. Legal Description: Uplands Ph3 L5 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 NA 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 Static water level at beginning of test ft. Comments Public Water B. TANK DATA Age of tank(s) years Tank type/material "CP`''11— 1 Measured operating fluid level in septic tank new R Standpipes/foundation cleanout per record drawing Date of pumping new D. ABSORPTION FIELD DATA Wide Trench Which system tested (date installed) 10/28/21 01 ALL standpipes present per record drawing Total measured depth from grade 5.5 ft (max) Measured depth to pipe invert from grade 3.5 ft (min) ❑ N/A — pressurized field W 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: 05047468000 Structure served by this system 1 Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform baet6Aa 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 new years Lift station material HDPE 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 600 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' ❑✓ Yes If No Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft [❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑Yes if No ft ❑ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' Q Yes if No ft Property Line > 5 ❑✓ Yes If No ft Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells > 100' FVJ Yes if No ft Water Main > 10' Yes if No ft Community Wells > 200' ✓V 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' F/ Yes if No 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' ✓0 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that l 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. 2-0-s t"--?— COSA Checklist yellow sheet Stever i?. Pani one CE 814.9 �`�A, r'1��1f ESS;OC�t"'-� �ZQES � ADVANCED WAS'T'EWA'T'ER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND __J�,hilip & Mindy L ttei r THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this -j7 Day of March of 20 22, by and between Philip & Mindy Latteier , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. 'Perm. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations Installation and Removal of Additional E ui ment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Re airs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance.provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6.Lonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. _. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terns and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Philin R ninny I atteier b. Municipality: Director Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. S. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court ofcompetent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. ®WNER: Date: r i � n (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT } The foregoing instrument was acknowledged before me this 2-' day of 2012, by Mju - cM - NCfi1_Aft PI LCC FOR ALASKA My Commission expires: �1�. - z OFFICIAL SEk LEZLIE ARNOLD R0TMrauaW-WTECF"M MYWmEV1rcskMbar14,2M NvWNICIPA.LITY: r -- Y: ' �� (signature) Date: -S-3) - Z DZz (print name) Title: Pannone Customer Service From: Pannone Customer Service Sent: Thursday, March 31, 2022 11:08 AM To: Ecklund, Timothy J Subject: Uplands Phi L5 Tim Per our conversation today on the phone, Tom Varney at Anchorage Tank will be performing start up on the Advantex system at this location either today or tomorrow. i will copy this email and upload to eplans. Thank you, Kim Johnson Project Coordinator Pannone Engineering Services 907-745-8200 Customersvc@panengak.com