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HomeMy WebLinkAboutBIRCH GROVE LT 1B-2Onsite File s Municipality of Anchorage Community Development Department Page 1 of 2 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: OSP171177 PID Number: 050-353-29 ❑✓ New ❑ Upgrade Name: TUCKER& CARRIE DRURY ABSORPTION FIELD Address ❑ Deep Trench ❑Shallow Trench El Bed ❑ Mound 9330 SPRING STREET El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 5.0 GPD/SF +1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +1.5 Ft. 0•5Ft BIRCH GROVE 16-2 Fill added above original grade Gravel length Township Range Section 5.0 Ft. 50.0 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5.0Ft. N/A N/A Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches Tank Field Lift Station Tank Line 250 2 1 From Ft N/A Ft. Well 126.1 154.4 N/A N/A 113.8 TANK ❑p Septic 0 S.T.E.P. 0 Holding 0 Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ADVANTEX 2500Gal. Material Number of compartments Lot Line 56.1 10.5 N/A N/A STEEL 2 NA Foundation 23.8 37.0 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 1 50+ N/A N/A Gal. Pump on level at Pump off level at High water alarm at Remarks _ in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tankTank to Installer 3034 draintield 3034 REDSTONE CONSTRUCTION Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 97.Oft Inspection 131 7/13/2018 Location and description dates: 2 7/16/2018 3`0 7/16/2018 4th 9/18/2018 S CORNER BOTTOM HOUSE TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp ��t\tit OF AC4 Conditional Approval: Date ��Q •'4sA1� ------___ "* •• TH /\ •,•/r��, d ••)6teven . 'nnorae li•V'.•• /CE 81491 Approv Date T--.2X-0 ��tl4 .: •`4 Inspection Report_1-1-12.doc CI 4WELL / I `2\ �/ 1 w�Wye . . B-1 • \ \ / D • . .i( / I / lz- . _ .. SBR 154.4 f INSTALLED 2500g ADVANTEX TANK HOUSE W/ (2EA) AX 20 PODS e DECK \14 _i___ .. INSTALLED FOUNDATION CLEAN OUT \ T2 VA w INSTALLED DRAIN FIELD LOT 1B-2 5OLF x 5'W x 0.5'ED x +1.0'TD l,: REMOVED ORGANICS AND ADDED 2.0' SAND ADDED R.I.''NDER DR!V WAY /11.1111.4. INSTALLED CO AND MT AT EACH END Ti FC INSTALLED 2" R.I. zr r1 —1W IIIIIIMIlli / / • . N / M1 C2 r • TH-2 �‘ \ `T TH-111 //1 �` _ — // LIMIT LIMIT OF FILL DESIGN PARAMETERS ' `� ; LIMIT OF FILL • PRIMARY/ RESERVE SEPTIC SYSTEM ' `------_-• / RESERVE FIELD --NO. BEDROOM: 5 (750 gpd) TANK SIZE: 2500g ADVANTEX W/ (2EA) AX20 PODS AND AUX PUMP VAULT A B PERC RATE: 6-15 MPI FC 25.4 45.2 SOIL RATING: 5 GPD/SF T1 40.4 36.2 AREA ROD: 150 SF T2 53.3 33.6 SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 30 LF Cl 38.6 81.8 �' / M1 39.6 84.0 USED: C2 48.1 116.5 N50 LF X 5' WIDE, 0.5' E.D., +1.0' TD SHOP y M2 46.1 114.4 TOTAL AREA: 250 SF WL.., • os o i x oz a I ,2 ,2 z ABOVE PIPE INV o: ' 0w 2 O O O�V 0G./FG. O 4"o DRAIN PIPF 95.0 o O -+ AX20 AX20 IC. T F POD POD 93.0 r • ._ . . 904 7 2500g ADVANTEX / I DG• TANK g4.,. ee.a rn-, ICCII .Y.O'.SAND _.. 0.5'GRAIN Rock 89.5 2 gin all PROFILE SCALE:NTS 4 el 6,5/20201717 5 6 DATE PERFORMED: 6/15117 NOTES: LLC T C ��,.�t\\ Dote RECORD DRAWING PANNONE ENG SVC, LLC � OF 6Z.\lk 9/21/2018 P.O. BOX 100217 ANCHORAGE, AK 99510 '.� ""' '4.. PHONE (907) 272-8218 FAX (907) 272-8211 Alfc• .77 Scale DRAWN BY: ;',/*: 4. • I *�� 1••=50' ACP ..® �P. •••• ..... / P.I.D. NO BIRCH GROVE, LOT 1B-2 �, . - .. 050-353-29 TUCKER & CARRIE DRURY S'teven ISannorie j PERMIT NO. ��c. CE 8149 .•cQ. OSP171177 NSN SPRING STREET J PLAN EAGLE RIVER, AK 99577 t'l,/Pa, ••••••N`_,,,c*...' � SheetkV 2 \\\N�� Certified Drilling Log DOC CO dba . 0E1111 BIs.LL WATER WELLS AlelleP.O.Box 670269,Chugiak,AK 99567 688-2759 OWNER OF LAND: Tucker& Carrie Drury Bore Hole Data ADDRESS: Depth LEGAL DESCRIPTION Birch Grove Lot 1B Block 2 From To DATE: 94347 0 2 Casing Stickup PERMIT NUMBER: OSP171177 DATE OF ISSUE: 7-19-17 - TAX IDENTIFICATION NUMBER 05035329000 2 4 Overburden Is well located at approved permit location:❑Yes❑No 4 10 Silty Sand &Gravel Method of Drilling: ®air rotary ❑cable tool 10 43 Tight Silty Sand&Gravel Depth of Well: 125' 43 68 Silty Sand&Gravel w/Clay Casing Type: Steel Wall thickness _250 inches 68 89 Silty Gravel Diameter: 6 inches, depth 124 feet Liner type 89 109 Silt&Sand w/Clay Static Water Level: 50 feet 109 118 Silt&Sand Recovery Rate 35 .4r gpm [ gph 118 122 Heaving Sand&Gravel Method of Testing Air 122 125 Sand&Gravel Well Intake Opening Type:M open end ❑open hole n Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth:from 2 feet,to 42 feet Well Disinfected Upon Completion: Lyes ❑no Method of Disinfection: Chlorine 50 PPM Comments: • MATER QUALITY TESTING Coliform V'J Co1/100mL Nitrates • 212, r ! Arsenic --F137---ug/L • Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough:Department of Environmental Conservation. COC CC dba LLI0IN WATER WELLS P.O.Box 670269,Chugiak.AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number:SW OSP171177 Date of Issue 7-19-17 Parcel Identification Number: 05035329000 Legal Description Property Owner Name&Address Birch Grove Lot 1.13 Block 2 Tucker&Carrie Drury Pump Installation Date: 10-24-17 Pump Intake Depth Below Top of Well Casing: 110 feet Pump manufacturer's Name: Grundfos Pump Model: 10SQE07-240 Pump Size: 3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Redstone Builders Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer:Martinson Pump Installers Name: Sullivan Water Wells Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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 Water & Wastewater System Permit Permit Number: OSP171177 Work Type: WellSeptic Initial Tax Code Number: 05035329000 Site Legal Address: BIRCH GROVE LT 1B-2 G:0057 Site Mailing Address: Owner: DRURY TUCKER A & CARRIE Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms 'l'�JCllt �0\ Ski Department 7/19/2017 7/19/2018 184921 0 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 5 1110-1111 C,(D # 1 4/I$/1a Cts #, : 12e/oca-k d4 -c".) -J' e a, Gha�� b0e�f � I -FH n uz,� n e w ( o cc,+i o n. S4p�� �r�D rK, r ° Y'2r D �'('rovaQ wio cC r -� , � p iReceived By,: L ,►,�_ Date: q, Date: MUNICIPALITY OF ANCHORAGE P G t+ Community Development Department - Phone7-904Development Services Division Se'On-Site Water & Wastewater ProgramON-SITE SEWER/WELL PERMIT APPLICATIO JULt Parcel I.D. 050-353-29 z h� Tucker & Carrie Drury ZZ 01 6 s 9 Property owner(s) rY Day phone Mailing address 19223 Middleton Loop, Eagle River, AK 99577 Site address NSN Spring Street Legal description (Sub'd., Block & Lot) Birch Grove, Lot 1 B-2 Legal description (Township, Range & Section) Lot Size 184,921 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X (w/wo ADU) Septic Tank 19Upgrade ElDuplex (D) ElHolding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X 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 MunjLipal Codes. Signature of property owner or authorized agent) Permit/Rush Fees: -1`m Date of Payment: -711011-1 Receipt Number: OboQ 0a G► Permit No. cll '4111111 Permit App_:- : :—'.,:c Waiver Fees: 215 Date of Payment: 11 a d 1 '7 Receipt Number: 0o a'7Q Waiver No. 0 S V 171 150 Cc4Z_ Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com June 13, 2018 Subject: Birch Grove, Lot 113-2 Septic System and Well Permit Request Design Narrative This is a design narrative for a permit to install a septic system and well to be issued for this property. The proposed system will serve a proposed five (5) bedroom house. Currently the lot is undeveloped. The system will utilize a new 2,5000g advantex tank with 2 AX20 Pods and an auxiliary pump vault with a CAT III drain field. This lot and the surrounding lots are served by private wells. There are no wells within 100' of the proposed septic system. 1. Soils. Two test holes were performed in the vicinity of this system by PES in June and October 2017, and groundwater was monitored for at least seven days. Ground water was observed at a depth of 5.0' below the surface in the test hole monitor tube near this system in June of 2017. Bedrock was not encountered in the test hole to 7.0. Based on the results of the percolation tests and overall soils appearance; an application rate of 5.0 gallons/day/square foot was used for a CAT III wastewater system in the area of the test hole. 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 on the lot generally slopes from northeast to southwest, with a slope of approximately 10% in the area of the drain field, and 20%-25% downhill of the drain field. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 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. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 WELL (E) 3 -- DRIVEWAY _ _ _ _._._ I \ \ \ f / \ 1 �IV— W�w�/ WELL (EI)� 3 – SEPTIC AREA (E) LOT 1B-1 5BR HOUSE DRNEWAY 4 j Ar _ P LOT.] 13-2T'� C DRIVE AY w�w_WT�1B-3 I � _ SEPTIC AREA (E) tr-z�- \ DRIVEWAY �- • \ SHOP - �(P)�' I l l -------.-•-._._._._.J - -- - - I - NOTES: PANNONE ENG SVC LLC--`��•���� Dote CHANGE ORDER 2 P.O. BOX 100217 ANCHORAGE, AK 99510 �� °F A� 4slll 6/13/2018 PHONE (907) 272-8218 FAX (907) 272-8211 ig�Py�� Scale DRAWN BY:*: 49 TN * 1' =100' ..... ..... P.I.D. NO DRM BIRCH GROVE, LOT 113-2 050-353-29 TUCKER & CARRIE DRURY S't'e'v'en R. Pannone PERMIT NO. CE 8149��/� OSP171177 NSN SPRING STREET _ 100 SCALE PLAN EAGLE RIVER, AK 99577 t�l>oFES•S� " She etOF 5 \\ W �/ B-1 i l b — — '— —' �• 5BR DRIVEWAY HOUSE z WW N \ LIMIT OF FILL (PRIMARY FIELD) LOT 1 B-2 RIVEWAY LIMIT OF FILL w--� W_ (RESERVE FIELD) – PLACE RIGID INSULATION OVER LINE UNDER DRIVEWAY N 2,5008 ADVANTEX TANK - ' WITH (2EA) AX20 PODS ' AND AUX. PUMP VAULT / 1 TH-1 INSTALL FOUNDATION CLEAN OUT TH_ 2 PRIMARY/RESERVE DRAIN FIELD (P) 50LF x 5'W x 0.5'ED x +1.0'TD 1.25" LATERAL WITH Ya" HOLES @ 30" O.C. \ ' REMOVE ORGANICS AND PLACE f2' OF SAND INSTALL MT AT EACH END INSTALL RIGID INSULATION OR 3' OF COVER I _ PRIMARY/ RESERVE SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE: 2500g ADVANTEX W/ (2EA) AX20 PODS AND AUX PUMP VAULT LEGEND PERC RATE: 6-15 MPI SOIL RATING: 5 GPD/SF ABBREVIATIONS W WATER LINE/ AREA RQD: 150 SF WELL RADIUS SYS. TYPE: WIDE TRENCH 0.5'ED TH TEST HOLE MIN LENGTH: 30 LF (P) PROPOSED SS NEW SEPTIC (E) EXISTING USE: CO CLEAN OUT NO. 50 LF X 5' WIDE, 0.5' E.D., +1.0' TD — — —GB— — — GRADE BREAK TOTAL AREA: 250 SF MT MONITOR TUBE NO. TYP TYPICAL 0 0— RETAINING WALL NOTES:Date PANNONE ENG SVC, LLC ��1� OF A\k CHANGE ORDER 2 P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE r �� 4s1 � 6/13/2018 Scale (907) 272-8218 FAX (907) 272-8211 r�gy�l� DRAWN BY:*: 49 T}i 1"=50' DRM •' • "' P.I.D. NO BIRCH GROVE, LOT 1B-2 TUCKER & CARRIE DRURY S'te've'n'F2:'Pannone %PERMIT 050-353-29 �� CE 8149c�/� NO. NSN SPRING STREET + ,PROFESSI`0- OSP171177 PLAN EAGLE RIVER, AK 99577 l� _ sn2eoF \\ 5 TEST HOLE 1 OR ORGANICS 1 2 SM BROWN SILTY SAND 3 4 SM/ 5 GM 6/15/2017 6/30/2017 6 SILTY SAND W/ 7 TRACES OF BOH GRAVEL 8 9 10 11 12 13 14 15 16 17 18 19 20 DATE PERFORMED: 6/15/17 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -5.0' / LOT 1 B-2 DRIVEWAY r TI DRIVEWAY DEPTH TO WATER AFTER MONITORING? -5.0' DATE: 6/30/17 SLOPE TH X W� READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 6/15/17 2:00 --- 5.14 --- 2 2:10 10 MIN 7.59 2.45 3 2:10 --- 5.14 --- 4 2:20 10 MIN 6.95 1.81 5 2:20 --- 5.14 --- 6 2:30 10 MIN 6.67 1.53 5 2:30 --- 5.14 --- 6 2:40 10 MIN 6.59 1.45 5 2:40 --- 5.14 --- 6 2:50 10 MIN 6.55 1.41 PEROLATION RATE 7.1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by REDSTONE BUILDERS PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE NOTES: T � PAMONE ENG SVC, LLC LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .��1� \'% r �� OF A�gs�l, %rij�P 'Fyt� *: 49 TH • • • • ven Stef2. onnone CE 8149 % acs �i ,il>t% o s'si``�' Dote 6/13/2018 CHANGE ORDER 2 Scale NTS DRAWN BY: BIRCH GROVE, LOT 113-2 TUCKER & CARRIE DRURY NSN SPRING STREETrt) EAGLE RIVER, AK 99577 DRM P.I.D. NO - 53-29 PERMIT NO. OSP171177 SOILS LOG Sheet 5 TEST HOLE 2 OR ORGANICS 1 SANDY SILT Mu WITH COBBLES 2 SM WATER MOVING THROUGH 3 LAYER 4 5 SANDY SILT 6 ML WITH COBBLES 7 DATE PERFORMED: 10/24/17 SOILS LOG - PERCOLATION TEST SLOPE S E PLAN / LOT I B-2 F:7 DRIVEWAY 'J X TH TH— 2 T DRIVEWAY WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -3.0' DEPTH TO WATER AFTER MONITORING? -1.0' DATE: 10/31/17 SLOPE TH X BOH READING 8 6/13/2018 10/24/17 9 Scale NTS 3 10 DRM DUE TO WATER MOVING 11 THROUGH SOIL 5 12 6 13 6 14 5 15 16 17 18 19 20 DATE PERFORMED: 10/24/17 SOILS LOG - PERCOLATION TEST SLOPE S E PLAN / LOT I B-2 F:7 DRIVEWAY 'J X TH TH— 2 T DRIVEWAY WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -3.0' DEPTH TO WATER AFTER MONITORING? -1.0' DATE: 10/31/17 SLOPE TH X PEROLATION RATE --- (min/inch) PERC HOLE DIAMETER 6 inches SIEVE ANALYSIS BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by REDSTONE BUILDERS PERFORMED BY: JOE LAWENDOWSKI. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. CLOCK WATERTIME READING DATE NET TIME LEVEL NET DROP READING 6/13/2018 10/24/17 2 Scale NTS 3 UNABLE TO PERC DRM DUE TO WATER MOVING 4 THROUGH SOIL 5 SOILS LOG 6 5 6 5 6 PEROLATION RATE --- (min/inch) PERC HOLE DIAMETER 6 inches SIEVE ANALYSIS BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by REDSTONE BUILDERS PERFORMED BY: JOE LAWENDOWSKI. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PAMONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 1���Date OF q���\� r '�� ' ' ' ' ' '4S l� r�g�P *; 49 TH * �� "' "" / .1050-353-29 Steven "Pannone w %��� CE 8149%�/� _ illi�F�PROFESSIONP��' 6/13/2018 CHANGE ORDER 2 Scale NTS DRAWN BY: BIRCH GROVE, LOT 113-2 TUCKER & CARRIE DRURY NSN SPRING STREET EAGLE RIVER, AK 99577 DRM P.I.D. NO PERMIT NO. OSP171177 SOILS LOG Sheet 40F 5 040.002 Client: Pannone Engineering Services Projects: Birch Grove, 1 Joel -L-ot-1— L.o-r 10 _ Z Date: November 1, 2017 Crowther Associates Particle Size Distribution Table Sample Source Sieve Size 3 inch 1-1/2 inch 100% 3/4 inch 95 #4 86 #10 82 #40 74 #100 65 #200 61 0.02 mm Classification Sandy Silt (ML) 1632 Bellevue Circle /Anchorage, Alaska 99515 Telephone (90 7) 349-2198 / E mail: crowther@alaska. net tk i SPECIAL PROVISIONS TO SPECIFICATIONS 1. 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 AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW ADVANTEX SYSTEM AND DRAIN FIELD. INSTALL WELL. 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 5 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 5 FOOT BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. 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. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. 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. 8. 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. 9. 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. 10. 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. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND 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: NOTES:�1"I' Dote CHANGE ORDER 2 PANNONE ENG SVC LLC -� of a �� P.O. BOX 100217 ANCHORAGE, AK 99510 '�� 9s�1�y�� 6/13/2018 PHONE (907) 272-8218 FAX (907) 272-8211 Scale 'a -co � S H DRAWN BY: *..4.. " P.I.D.TNO DRM BIRCH GROVE, LOT 1B-2/ 050-353-29 /• Steven F2. ann TUCKER & CARRIE DRURY I PERMIT—NO. (✓,�CE 8149��� NSN SPRING STREET OSP171177 � �i _ DESIGN DETAILS EAGLE RIVER, AK 99577 �ll��F�P/�OFESS'Qwll_`�~ Sheet 5 OF 5 • Municipality of Anchorage On-Site Water and Wastewater Program <' ii.i (907) 343-7904 Certificate of On-Site Systems Approval Parcel I.D. 050-353-29 Expiration Date: 1. GENERAL INFORMATION Complete legal description Birch Grove Lot 1 B-2 Location (site address) 9330 Spring St. Current Property owner(s) Tucker & Carrie Drury Day phone Mailing address 19223 Middleton Loop Eagle River, AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: 1 I Date: l2(Qfr COSA to be released toill‘•neer, e otherwise ested by e engineer. Received �tt, COSA Fee $ 6 I•tp� Waiver Fee $ Date of Payment a! i/i eOO Date of Payment Receipt Number Receipt Number COSA# Q.cN15-01) 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) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone Date 9/20/2018 -41,•?. OF AZ.q SAk ti 6. DSD SIGNATURE =� � System#1 Approved for bedrooms •:Seven 12. •aririone•' System#2 Approved for bedrooms !$yy• CE-8149 IOW Disapproved t FROFESS1t '-er Conditional approval for bedrooms, with the following stipulations: <' p MCF/0&7• P�� PM a = aGR QNTS \ . ./, JA---e 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 blue sheet r If more than 1 septic system is on the lot: COSA Checklist# 1 of 1 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Birch Grove Lot 1B-2 Parcel ID:050-353-29 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log(Y/N) Y Date completed 9/13/17 Sanitary seal (Y/N) Y Wires properly protected(Y/N) Y Total depth 125 ft. Cased to 124 ft. Casing height(above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 9/13/17 NEW Static water level 50 ft. NEW ft Well production 35 g.p.m. NEW g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 0.212 mg/L Arsenic ND ug/L Date of sample: 9/13/2018 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 7/13/18 Tank size 2500 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N/A Date of pumping NEW Pumper N/A C. ABSORPTION FIELD DATA Date installed 7/13/18 Soil rating2 z 5.0 GPD/SF Shallow Trench (g.p.d./ft or ft2/bdrm) System type Length 50.0 ft. Width 5.0 ft. Gravel below pipe 0.5 ft. Total depth +1.0 ft. Eff. absorption area 250 ft2 Monitoring tube Y Depression over field N Date of adequacy test NEW Results(Pass/Fail) For 5 bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= 750+ g.p.d. N Any rejuvenation treatment(past 12 mo.)(Y/N&type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on"level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ On adjacent lots 1001+ Absorption field on lot 1001+ On adjacent lots 1001+ Public sewer main 75'+ Public sewer manhole/cleanout 1001+ Sewer/septic service line 25'+ Holding tank 1001+ Animal containment areas 501+ Manure/animal excrete storage areas 1001+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 101+ Property line 101+ Absorption field 101+ Water main 25 + Water service line 251+ Surface water 100'+ Wells on adjacent lots 1001+ ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10 + Water main 101+ Water Service line 251+ Surface water 1001+ Driveway, parking/vehicle storage 101+ Curtain drain 501+ Wells on adjacent lots 1001+ F. COMMENTS G. ENGINEER'S CERTIFICATION OF A�‘�Q 1 certify that f have determined through field inspections and ®�Co • `.A' y ¢p review of Municipal records that the above systems are in 0*: 4,• 4. A * 4 conformance with MOA COSA guidelines in effect on this date. 0 N# 1� •• 0 Engineer's Printed Name Steven Pannone �?� .S{even R. ''nnone• —� CE-8149 Date 9/20/2018 icy'•rk , _�' \;ado COSA canary sheet_2-6-15.doc STANDARD MORTGAGE SURVEY NOTE: THIS SURVEY IS PREPARED IN ACCORDANCE TO A.S.P.L.S. MORTGAGE LOCATION SURVEY STANDARDS. y a THIS SURVEY REPRESENTS SURFACE CONDITIONS FOUND AT THE TIME '00.o ` OF LOCATION SURVEY AND DOES NOT CONSTITUTE A BOUNDARY --'( 0�) \ SURVEY. THIS SURVEY IS SUBJECT TO ANY INACCURACIES THAT A - p BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION SHOWN .....- -� 0, HEREON SHALL NOT BE USED TO ESTABLISH FENCES, STRUCTURES. *- OR OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS -' \ - DISCOVERED, LIABILITY OF THE PREPARER IS LIMITED TO THE FEES :„--;•) ._-' \`Pc� COLLECTED FOR SERVICES IN THE PREPARATION OF THIS PRODUCT. .....----01' \R` in `\a i� GS 9�`J��Pc 56 \s°F 0 N \ IN.645?) 2,1:,S �-p r/ NFOVNO ` ' 1, l WELL- ' 1 `�,Y-i/ 24.8' 54.7' •v DRIVEWAY UTILITIES—11111V. : ENTRY ; N .r • `3 STORY;' '1 3 HOUSE 50.9' 'c 1\IS 35.3' DECK \P ,' SEPTIC SYSTEMi . :� CLEANDUTS N Jr n' i- / LP, I;-). rr% / /- 2 (r / /// 4. O'` 4.r ` i \y 559 i — DRIVEWAY \ I -. ` \ T i 11 ' ',11 ci A - tt I i 1 j i L - __ - - ------- 196.6' l ` - .. --_ _ _ _r - `t�OF AL,gst� (N 89'58'56"" E 536.69')—_ r • • 1E .-gyp -ir-1t *49TH i� *9/, ,1 PIP 0' 53' SCALE: 1-.50 FEET % r AS-BUILT DRAWING OF: �� DATE: 9/17/2018 -,%`..„C.,1'/"'nc.- 1 LOT 1 B-2 FILE: 18-59 SPRING ST. uoz a SO;Hinger , BIRCH GROVE SUB. PROPERTY ADDRESS:9330 SPRING STREET.EAGLE RNSR,Ax 99977 E�O, LS-12039 LEGAL DESC.LOT t0-2°RCM CRONE SUB:PUT;201.-EI.A.R.O. EV © ,,S.A. tiJit-$510tIAL�� ALL POINTS NORTH LLC,PO BOX 4207.PALMER,AK 99645 TEL:907-746-4185 A'WN'�."' ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND Ii/Clc rte'_ CA4Vi2.-VeV THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 12 Day of -5(--4.7-7-6.:/k1eva of 201 ', by and betweenTUC4EA ` Of t peaey 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 5:06 AT)V/-'/V i -xc 7.4AJU,..)( (z T4 �X Zo Po D5 "f- A f]k. ?u-flA p life J L-� located at(legal description). lel tZC�f 6"7Caatie LoT • / tom, -- 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. 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. 5. 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 service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the A W WTS. 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. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS 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 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 terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Tek C -r e Dray 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. 8. 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 of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: % Alorgnature) Date: �j 13 / l ' •. rint name) STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this t day of : �5tr 20 K', by -1-i-a0'v i` Cav rt &.) 1A v1 y ' 1`7�— �� •~ _ JESSICA L.BROWN NDiyTARY PUBLIC FOR ALASKA Notary Public Commission expires: i2...1/61 1"i State of Alaska My Commission Expires Dec 19. 2019 MUNICIPALITY: � c By: (signature) Date: ( 2 t(� (print name) Title:_