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HomeMy WebLinkAboutNORTH SLOPE #1 BLK 4 LT 5North Slope #1 Block 4 Lot 5 #050-511-05 uioNcwvu rte ur I-I-ic.uuu Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141055 PID Number: 050-511-05 ❑✓ New ❑ Upgrade Name: Don McVey ABSORPTION FIELD El Deep Trench 21 Shallow Trench El Bed El Mound Address - KuparukAve. ❑ Other Phone Number of Bedrooms - Soil Rating Total depth from original. grade 3 4GPD/SF - 3Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.5 Ft. Gravel depth beneath pipe 0.5Ft. Subdivision - Block Lot North Slope #1 4 5 Fill added above original grade ` 2.5 Ft Gavel length 25 Ft. - Township Range Section Gravel width 5Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 125 Ftp 1 N/AFt. Well 130 137 ®1:t:" N/A N/A TANK ElSeptic ElS.T.E.P. El Holding [71 Other Manufacturer Advantex/Orenco Capacity 1,5000aI. Surface water 100+ 100+ A N/A Material FNumberof compartments Lot Line 64 � 54 NA N/A fiberglass 2 NA Foundation 41 41 yDtGA N/A LIFT STATION Manufacturer Orenco Capacity 250 Gal. Curtain D ain 50+ 50+ 50-MA N/A Remarks Pump on level at 43 in. Pump off level at 40 in. High water alarm at 45 in. _ Pump make and model P2005 Orenco Electric Inspections performed by 15 Installer PIPE MATERIAL Housetotank 3034 Tankto3034 drainfield Dean Construction & Development Drainneld 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) ft Inspection-, /$ y dates: /0 ! p^ a /0 j4/ y Location and description 3"10/ ! Ll 4'" COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Ak '� Conditional Approval: Date .• .!Q����l� ........�... "seven f�i.' 15orrrioae/ i CE 8149 Approve Pp Date uioNcwvu rte ur I-I-ic.uuu \\ A �v v M wM E)\ \\ Ao,\r\ T2iTy e eM r v \ MFNT -V1500q S.T. P. TANK E WITH AX20 POD AND _ 179.1 DOUBLE CLEAN OUT �- V `', TO SEPTIC LIMIT OF FILL SEPTIC AREA (E) DRAIN FIELD (E) �i\r\ WELL (�)` 25LF x SW x 0 5'ED x 0.O'TD' 3BR �,,^� - WITH t0.5' 1.5' SANDAO;, HOUSE rc2 its SS (E) 1 \ �.� ss RESERVE DRAIN FIELD P ` H= 1� /y 25.OLF x 5'W x 0.5'ED x 0.O'TD / - WITH 0.5' SAND, .� L� . `f-W.-.� C� MSM--�,�,M�'�-M n _ 2Q \ Q� •IF NOTES: RECORD DRAWING PLAN /I WELL (E) _ WELL (E) PAMONE ENG P.O. BOX 100217 ANCHORi PHONE (907) 272-8218 FAX LLC 99510 272-8211 NORTH SLOPE #1, BLOCK 4, LOT 5 DON McVEY KAPARUK AVENUE EAGLE RIVER, AK 99577 Date OF. Al -4 3/20/15 *• • *r� P.I.D.NO .• 050-511-05 Steven •R. Pannone ;4' PERMIT N0. 14,9/ �OSP 141055 `�li;\ OFES=`=N-_ Sheet eOF 3 A I B C— FC 12.2 5.7 T1 42.7 39.90 ADV 47.5 44.90 LS 52.6 66.6 50.10 FC 1 50.0 52.3 41 .1 0 M 57.9 60.0 49.85 FC2 69.6 75.2 63.40 NOTES: RECORD DRAWING PLAN /I WELL (E) _ WELL (E) PAMONE ENG P.O. BOX 100217 ANCHORi PHONE (907) 272-8218 FAX LLC 99510 272-8211 NORTH SLOPE #1, BLOCK 4, LOT 5 DON McVEY KAPARUK AVENUE EAGLE RIVER, AK 99577 Date OF. Al -4 3/20/15 *• • *r� P.I.D.NO .• 050-511-05 Steven •R. Pannone ;4' PERMIT N0. 14,9/ �OSP 141055 `�li;\ OFES=`=N-_ Sheet eOF 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALLED NEW 1500g S.T.E.P. TANK W/ AX20 POD . INSTALLED NEW SOIL ABSORPTION SYSTEM.INSTALLED WELL, 3. GROUNDWATER WAS OBSERVED AT A DEPTH OF 6.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. NO APPARENT WATER TABLE WAS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 6.0 FEET BELOW EXISTING GRADE. 4'' 0 PERE PIPE 3:1 MAX TS&V FILTER FABRIC 1 � EL. 100.0 REMOVE ORGANICS REPLACE WITH t0.5' - 1.5' SAND DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3(450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = 20.8 MPI SOIL RATING: 4 GPD/SF AREA ROD: 112.5 SF SYS. TYPE: WIDE TRENCH 0.5' E.D MIN LENGTH: 22.5 LF USED: 25 LF X 5' WIDE, 0.5' E.D TOTAL AREA: 125 SF 0.0' TD TRENCH SEE DESIGN PROFILE LEGEND W WATER LINE/ WELL RADIUS SS — NEW SEPTIC INSTALLED 1500 g S.T.E.P. ABBREVIATIONS TH-1 I 0.5� -OR DUCTILE IRON PIPE TH 25% OF/ 5.0 6,0 GM REMOVE ORGANICS C# REPLACE WITH L t0.5' - 1.5' SAND R. 1. RIGID INSULATION GW/ s SM REMOVE ORGANICS REPLACE WITH t0.5' - 1.5' SAND DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3(450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = 20.8 MPI SOIL RATING: 4 GPD/SF AREA ROD: 112.5 SF SYS. TYPE: WIDE TRENCH 0.5' E.D MIN LENGTH: 22.5 LF USED: 25 LF X 5' WIDE, 0.5' E.D TOTAL AREA: 125 SF 0.0' TD TRENCH SEE DESIGN PROFILE LEGEND W WATER LINE/ WELL RADIUS SS — NEW SEPTIC INSTALLED 1500 g S.T.E.P. ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC SECTION T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# w R. 1. RIGID INSULATION DCO s DV �o >— FS FLOW SPLITTER BEG BELOW FINISH GRADE o a oQ FINISH GRADE TS&V TOPSOIL & VEGETATE o � zg a o o w �o i FIVER FABRIC a� U V V �n o DRAIN ROCK 6" ABOVE PIPE INI EL 99 0 fl fl �In� TnEL 1�00.0'j11j In In HII 6" 0 BRAN PIPE If PODO I' I I REMOVE ORGANICS REPLACE WITH t0.5' - 1.5' SAND DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3(450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = 20.8 MPI SOIL RATING: 4 GPD/SF AREA ROD: 112.5 SF SYS. TYPE: WIDE TRENCH 0.5' E.D MIN LENGTH: 22.5 LF USED: 25 LF X 5' WIDE, 0.5' E.D TOTAL AREA: 125 SF 0.0' TD TRENCH SEE DESIGN PROFILE LEGEND W WATER LINE/ WELL RADIUS SS — NEW SEPTIC INSTALLED 1500 g S.T.E.P. ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BEG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: PANNONE ENG SVC, LLC—��OF A 'kk Date RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ��• �q�+l�` 3/zo/15 PHONE (907) 272-8218 FAX (907) 272-8211 ���P. �9rt Scale 49TH /V *�/ NTS ..... .. r P.I.D. NO NORTH SLOPE #1, BLOCK 4, LOT 5 _... c—� aso-sn-as DON IVICVEY / Steven R. anno. W PERMIT N0. KAPARUK AVENUE ��� CE 814 . OSP141055 EAGLE RIVER, AK 99577 tl r .l` .... Sheet DESIGN DETAILS it ��o�ssko�P`� 3 OF 3 OCT-28-2013(MON) 10:38 byler contracting wasilla (FAU9073573061 P.0011002 Development Services Department Building Safety Division IS9�Mrrl�,µ On -Site Water & Wastewater Program toots 4700 Elmore Rood i n P.O, Bax 196650 Anchorage, AY. 99507 S e r r r v Mark Begioh www,muni nrnLpnxit_a_ Mayor (907) 343-7904 Well Log fy -1854 Permit Number: #SW— Date of Issue: Parcel Identification 1Nuaniber: Date Started: if 11 -kj Date Completed: �_ is well located at approved pegmit location?x Yes © No Legal Description: NoRTl+ s'DPC # 18K 9 ti -5- 60773 �Er RtVW" r RK Property Owner Name & Address: R'RSK0. `v� AAvs Dee �ni ti -Fs st,TThAt,AX . 9`967y Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling Q airlrotary. '[] cable:lool Cosingtype: #95 B Wall Thickness:��nt1hes Diameter: inches Dptlt:,� Liner Typo, _ Diameter: _ inches Dipth Casino stickup above gra ;$ GGL feet ' T feet ad: _6, fact, S ' 10 A9 3 fi� • Nt^R E (r 217 q -e g 64416 106-5 (.7.A g Static water level (1'rom ggound.level): Pumping level:. reegafter hours pumping; IAL Recovery Rate: — q* Method urTesting: -Als� foot gpm Rat" y Wall Intake Opening 1 19 Open End ❑ Open ❑ Screened Stan ❑ Perforations Start c: Hole i.fmStoppollfeet T feet Stopped,_ feet Crout'lype:_ Depth: Start 'Volume:_ feet Stopped'—fee Pump: intake Depth Pump size hp Bran root Name Well Disinrected Upon C mpletion? © Yes No, Method of Disinfection: Comments: —` Well Driller: w itti, vnder�►',eC� iV& (v &*,rr a)e(,15 41.e -i ` Water Sample Results: Arsenic: RID uWL- Nitrates: 0 mg/L Total Coliform Bacteria. 994_ coloniest100mL. EltherBeAEnt innn r Attention: The well driller shall provide a.well log to DSD within 30 days orcompletion. Sac ra S � �n C�t�d, W /023 go7-3�9 �s 9 8 04/13/2015 10:41 3762700. WATER BY THE BAY Y "4v -%faety Ctvtiiion Gff-51tet w9ty 41 Wagt*w~ pFvrm 47W @Islets &W ►_D. rex 196650 Ammer g, AK9My Pump Initaliatlon Log '" 1Cenum N4m6tr:WI% IA7S37 Parcel ldaeM/katiam Number: nf%/® �'--S0vy y, -A -SIF -e # "� IIP 440lte D6 Aalaw Too at WOM Coda$; fir% Pf�ret p�rmpp mawmactaftel maaga: �p o�=/'W✓,�"��,,,� �dM��.!/'!C Adopter lariat hepta: 15 7 Raw DO& of luue: —&1% 711,✓' Pttina Attopkr Mattulae9anr'r 1Kaase: i«sx"/1r/.�.� �- .yam n*"EMtaiaC. i✓r�r lily nrs. dd�'gy Wei Dm dba" ltpoa Coaepi um? 6 Yea G jF% liledtratt vi DMBrkec,p���� Cwarfaa6t: _k Pafat intallar Nasse: 744 7e,- . y po Lt�,c :2Fds's3 ' CYwsrecl %fir^ fe- PAGE 0 AtttwMnaa the pump installer Malt provide a ptanp in:tallatim lot to t!e DSD within 10 days of pump Jmtallatiaa. Wolf Electric, LLC Lie# 30101 P.O. Box 241572 Anchorage, AK 99524 Mr. Steve Pannone RE: Don McVey 30913 Kuparuk Ave Eagle River, AK 99577 Dear Steve: The Advantex septic system and lift station located at the above address is not within any area that is inspected by any code enforcement agency. We used the National Electrical Code for any and all our electrical installations. The wiring was completed in accordance with said code. If you need any further information, Please feel free to contact me at 748-6162 Sincerely, a� r Al Saggs On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141055 Tax Code Number: 05051105000 Work Type: WellSeptic Initial Permit Effective Dates: April 17, 2014 to April 17, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: NORTH SLOPE #1 Site Legal Address: NORTH SLOPE #1 BLK 4 LT 5 G:0703 Owner/Address: MACIEJSKI SHIRLEY M 6421 SPRUCE STREET ANCHORAGE AK 995072347 Site Mailing Address: Lot Size in Sq Ft: 43260 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: A percolation test using 30 minute time intervals shall be completed to confirm the permitted design. If the results do not confirm the permitted design, an approved change order shall be obtained prior to calling for MOA inspections. The percolation test results shall be submitted with the final inspection report. Receive Issued Cod. sw; -lo /4 w w Ts. MUNICIPALITY OF k Community Deve opment Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERM/ELL PERMIT APPLICATION Parcel I.D. 050-511-05 Property owner(s) Don McVey Mailing address Site address Kaparuk Avenue Day phone Legal description (Sub'd., Block & Lot) North Slope #1, Block 4, Lot 5 Legal description (Township, Range & Section) Lot Size 43,260 So. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (® all that apply) Absorption Field ❑X Septic Tank ❑X Holding Tank ❑ Privy ❑ Private Well ❑X Water Storage ❑ APPLICATION IS AN: Initial ❑X Upgrade ❑ Renewal ❑ TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings SU13Maind/or D) ITI MAR 2 7 2014 /�► 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. of property owner or Permit/Rush Fees: J%j 2-l'S Date of Payment: 612-1111A Receipt Number: bLi Z"� Permit No. 0�P I 4b55— Permit App_:- :. 1 L,:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. E'' f c0i Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: stevet@panengak.com July 29, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: North Slope #1, Block 4, Lot 5 Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a new well and septic system be issued for this property. The proposed systems will serve a proposed three (3) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a 1500g S.T.E.P. tank with an AX20 pod with a wide trench drain field. The surrounding developed lots are served by private wells. There are no wells on surrounding lots within 100 feet of this system and there are no septic systems installed on the surrounding lots within 100 feet of the proposed well. Soils. One test hole was performed by Pannone Engineering Services in February of 2014, and groundwater was monitored for seven days. Ground water was observed at six feet (6.0') below the surface in the test hole monitor tube after the seven day monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 4 gallons/day/square feet should be used for a CAT III wastewater system. 1. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. 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. 3. Topography: The existing topography slopes from the north to south at approximately 20%-25% in the area of the proposed drain field. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation to the road cut -slope adjacent to the downhill side of the lot. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Co*± Page 2 of 2 4. 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 the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical. 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 W \N w, E) 70, As 15009 S.T.E.P. TANK (P) .'s WITH AX20 POD AND DOUBLE CLEAN OUT167.6 I I RESERVE DRAIN FIELD (P) TO SEPTIC 25 OLF x 5'W x 0.5'ED x O.O'TD,, WITH 0.5' SAND 110.8 SEPTIC AREA (E) WELL (P) '45.6 DRAIN FIELD (P) 3BR 25LF x 5W x 0.5'ED x O.O'TD HOUSE WITH ±0.5' 1.5' SAND (P) DRIVEWAY LIMIT OF FILL (P) \75.1 w - m > '7 • WELL (E) WELL (E) NOTES: PAMONE ENG SVC, LLC VV Date ... 7/29/2014 FOR Construction P.O. BOX 100217 ANCHORAGE, AK 99510 . ... .. ca C. 0. 1 PHONE (907) 272-8218 FAX (907) 272-8211 iwc:Sle ) 1"=50' ... ...... NO NORTH SLOPE #1, BLOCK 4, LOT 5 ...... R 050-511-05 DON McVEY Wt ever] PERMIT NO. KAPARUK AVENUE CE 8149 Ospi PLAN EAGLE RIVER, AK 99577 PRO SI SPECIAL PROVISIONS TO SPECIFICATIONS ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALL NEW 1500g S.T.E.P. TANK W/ AX20 POD AND DCO. INSTALL NEW SOIL ABSORPTION SYSTEM. INSTALL WELL. 3. GROUNDWATER WAS OBSERVED AT A DEPTH OF 6.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 6.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE MINIMUM 3' OF COVER OR RIGID INSULATION' RIGID INSULATION 4.. 4 PERF PIPE RESERVE FIELD FILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INVERT 3:1 MAX 2�5 TN -1 S&V F n I GIA I I _5.0 t0.5' — 1.5' SAND I GW/ SM 2.0� SECTION 10.0 5 0 0 0a m m lzo H 0 a o FILTER FABRIC o 0 0 U o� qDRAIN ROCK 6" ABOVE PIPE INV U iE 4" 4 DRAIN PIPE AX20 POD 4.0 - - 1500 g S.T.E.P. TANK (P) REMOVE ORGANICS TRENCH SEE DESIGN PROFILE ABBREVIATIONS t05' -1.5E�D CU COPPER DIP DUCTILE IRON PIPE DESIGN PARAMETERS LEGEND TH TEST HOLE PRIMARY SEPTIC SYSTEM WATER LINE/ FC FOUNDATION CLEAN OUT NO. BEDROOM: 3 (450 gpd) — W WELL RADIUS T# TANK CLEAN OUT NO. TANK SIZE: 1500g S.T.E.P. C# CLEAN OUT NO. W/ AX20 POD SS NEW SEPTIC M# MONITOR TUBE NO. PERC RATE = 20.8 MPI R.I. RIGID INSULATION SOIL RATING: 4 GPD/SF DCO DOUBLE CLEAN OUT AREA ROD: 112.5 SF DV DIVERTER VALVE SYS. TYPE: WIDE TRENCH 0.5' E.D. FS FLOW SPLITTER MIN LENGTH: 22.5 LF BFG BELOW FINISH GRADE USE: OG ORIGINAL GRADE 25 LF X 5' WIDE, 0.5' E.D., 0.0' TD FG FINISH GRADE TOTAL AREA: 125 SF TS&V TOPSOIL & VEGETATE NOTES: PANNONE LLC ENG SVC, LLC ��OF A�q\\1 "•.S ate 77/29/2014 FOR Construction P.O. BOX 100217 ANCHORAGE, AK 99510 i 1 Q.' '•� � Scale C.O. 1 PHONE (907) 272-8218 FAX (907) 272-8211 * ,49 *}�, NTS ...... ... P.I.D. NO NORTH SLOPE #1, BLOCK 4, LOT 5 50-511-05 DON I••fitevenf2�Pannone� GE 8149 PERMIT N0.' KAP RUK AVENUE EAGLE RIVER, AK 99577 `�1��?O FSS O�P�� \\.__ _� OSP141055 DESIGN DETAILS Sheet 2 OF 4 1 - 2- 3- 4- 5- 6- 7- 8- 9- 10 - 11 - 12 13 14 15 16 17 18 TEST HOLE 1 f nR ORGANICS POORLY GPI GRADED SILTY GM GRAVEL 3111/2014 GWI GRAVEL AND SILTY SAND SM "'roZ BOH DATE PERFORMED: 2/21114 SOILS LOG - PERCOLATION TEST _ SITE PLAN I 3BR HOUSE v (P) TN -1 WAS GROUND WATER ENCOUNTERED? N TH IF YES, AT WHAT x DEPTHS DEPTH TO WATER AFTER MONITORING? DATE: CLOCK NETTIME WATER LEVEL NET DROP READING DATE TIME READING 1 2/21/14 6:00 --- 4.57 -- 6:10 10 MIN 5.05 0.48 2 6:10 --- 4.57 -- 3 6;20 10 MIN 5.03 0.46 4 5 6:30 10 MIN 5.05 0.48 a PEROLATION RATE 20.8 min/inch PERC HOLE DIAMETER .6inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hoie exceva« - -♦ 1—+ 1 1,n11r. Last three readin s reported Test performer time of Construction NOTES: PANNONE ENG Svc;, � =�c�r "�qs`4 FOR Construction P.O. BOX 100217 ANCHORAGE, AK 99510 �riLP• ' •.,,9 C.O. 1 PHONE (907) 272-8218 FAX (907) 272-8211 * .49 .... . .. .. .. OF, NORTH SLOPE 1, BLOCK 4, LOT 5 ..... Steveri'R. ann. DON McVEY (j 1 • CE 8149 _Al KAPARUK AVENUE +� ms's' •.,, ..•� EAGLE RIVER, AK 99577� SOILS LOG <o cJ14 kale NTS OSP141055 Sheet 3 O 4 ADVANTEX 4" JIM CAP, AX20 PODS 4° PUMP—OUT SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION ADVANTEX DESIGN 24" INSULATED PASSIVE AIR VENT 10 GAUGE 1500 GALLON ANCHORAGE TANK NOTES: PANONE i'il`IG SVC, LLA. FOR Construction P.O. BOX 100217 ANCHORAGE, AK 99510 C.O. 1 PHONE (907) 272-8218 FAX (907) 272-8211 r r. ryIk4 n L 17/29/2014 NORTH SLOPE #1, BLOCK 4, LOT 5 �- DON McVEY �� Steven . Pannone KAPARUK AVENUE `+•, CE 8149 SITE SECTION EAGLE RIVER, AK 99577 ,�I,pc�0FkeioNa� OSP141055 Sheet 4 OF cod. No. 0086 P. 2 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT 13ETWEEN MUNICIPALITY OF ANCHORAGE, AND "DCi A) THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this I ?k bay of of 20A by and between Z D AJ �—' ! ► `G t/ �f herein the "OWNER," and the Municipality ofAnchorage, herein the ` "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows:. I. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ,t/Ll/rt at (legal description), i _,1/tgy, L 5 2. Definitions. Alteration. Any change to the design or function of an AW WTS 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 5ep.15. 2014 11:40AM col No. 0086 P. 3 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 ftom 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. Term. 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 Equipment. 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. S. Maintenance and Repairs. 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 $eP. 15 I No. 0086 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 (S) 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 Far 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 matte 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. Sep -15. 201411:41AM Col No. 0086 P. 5 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 AW WTS. 1. Owner agrees to provide and maintain a telephone connection to the AW WTS as required by the AW WTS approval, 6. Nonwaiver. 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 Repan 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 terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: 1 b. Municipality: Director, Community Development or designated authority Sep.lh. 1014 11:41AM Coj No.0086 P. 6 C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Thud 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 of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement, OWNER: By' I C/ �� —`7 `' (signature) Date: ` :I�ON I-. YA (print name) STATIr OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me thisa� day of �p� 20 by Dov Nt >/c — ``k,tctturr(r'rei RY omiARY on ex FOR ALA MyComitnissionexpires: MUNICIPALITY: By: (signature) Date: name) Title: • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 050-511,0I� Expiration Date: 1. GENERAL INFORMATION I^5 Complete legal description North Slope #1, B4, ` Location (site address) 30913 Kuparuk Ave. Current Property owner(s) Don & Catherine McVey Day phone_ Mailing address 4030 Crosson Dr. Anchorage, AK 99517 Real Estate Agent Day phone 2. TYPE OF DWELLING: F Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual ED Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance reauest for: niatanca Received by: %.�I Jw Date:. 3 a p COSA to be released to the eer, unless otherwise requested by the engineer. COSA Fee $ \l 396.019 Waiver Fee $_ Date of Payment C&3/I5- Date of Payment Receipt Number (J6'230C Receipt Number, COSA# (1 5C /5-1/32 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. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE _4Z System #1 Approved fort System #2 Approved for _ Disapproved Conditional approval for bedrooms bedrooms Date 4/6/2015 bedrooms, with the following Seven?.nnnone �} •. CE -8143 ; stipulations:.;, _,J OF ANQ_6 'l,. 4�1 Original Certificate Date: _�//,/ //437 of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only 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 blue sheet i - If more than 1 septic system is on the lot: COSA Checklist # + of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: North Slope #1, Block 4, Lot 5 Parcel ID:050-511-01 A. WELL DATA Well type Private If At B, or C provide PWS,,I))D # Date completed 12014 Sanitary seal (Y/N) 7= Total depth )02 ft. Cased to Lp 2 ft. FROM WELL LOG Date of test 1 2 D 114 Static water level Lot ft. Well production I g.p.m. Well Log (Y/N) e f,)S Wires properly protected (Y/N) 7 e S Casing height (above ground) 3 in. AT INSPECTION OEL WATER SAMPLE. RESULTS: Coliform Neg colonies/100 mL Nitrate 0.405 mg/L Arsenic ND ug/L Date of sample: 3/9/2015 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Advantex/Fiberglass Tank size 1,500 gal. Number of Compartments 2 Foundation cleanout (Y/N) Date of pumping New Y Depression over tank (YIN) N Pumper N/A ft. ...) Date installed , 0\atb 1261 Cleanouts(Y/N)-Y High water alarm (YIN) Y C. ABSORPTION FIELD DATA Date installed. 10/9'26")VSoil rating (g.p.d./ft2 or ft2/bdrm) 4 GPD/SF System type Shallow Trench Length 25 ft. Width 5 ft. Gravel below pipe 0.5 ft. Total depth 5.5 ft. Eff. absorption area 125 flMonitoring tube Y_` ' Depression over field N Date of adequacy test New Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test New in. Water added New gal New depth New in. Elapsed Time: New min. Final fluid depth New in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date D. LIFT STATION w^� Date installed t b 2zj f "Pump on" level at 43 in. Datum Bottom of Tank E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons 250 "Pump off"level at 40 Cycles tested New Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 75+ Sewer /septic service line 25+ Animal containment areas 50+ Manhole/Access (Y/N) Y in. High water alarm level at 45 Meets alarm & circuit requirements? Yes On adjacent lots 100+ On adjacent lots 100+ Public sewer manholelcleanout 100+ Holding tank 100+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+ Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO Absorption field 5+ Surface water 100+ Property line 10+ Building foundation 10+ Water main 10+ Water Service7ine 10+ Surface water 100+ Driveway, parking/vehicle storage 110+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that t 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. Engineer's Printed Name Steven R. Pannone Date 3/25/2015 COSA canary sheet_2-6-15.doc in. PLAT NO. 70-110 NORTH SLOPE SUBD. ADDN. NO. 1 LOT 5 BLOCK 4 45,260 S.F. GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI. R.L.S. 2000 E. DOWLING RD., SUITE E ANCHORAGE, ALASKA 99507 PHONE 248-5454 GRID SE0703 F,B. 14-06 DATE 1/28/2015 JOB NO. NSS154 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. 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. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE ®®®*was OF A4 ®®�P ..,,...., q3� O AV c: \ �........................ . :• Jeffery A. Gastaldl L 6091 : b ®Pa 5 o S1 pra �e55100d1 '_a0®® o ®�o0s\\®s )'