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Home My WebLink AboutDENALY BLK 1 LT 23Densly Block 1 Lot 23 #067-062-03 Municipality of Anchorage Community Development Department On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131371 PID Number: 067-062-03 Page • (907) 343-7904 • New ✓ 1 of 3 Upgrade Name: Ronald & Alison Horton ABSORPTION FIELD Address 25560 Denaina Drive • DeepTrench 1 ❑ Other Shallow Trench Bed Mound Phone Number of Bedrooms 4 Soil Rating 1 GPD/SF Total depth from original grade 5.5/5.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot y9 /4.9 Ft. 0.6/0.5Ft. Denaly 1 23 Fill added above original grade Gravel length Township Range Section 1.0 Ft. 60/60* Ft. Gravel width Beds: Number o Lines Distance between lines SEPARATION DISTANCES 5.0 Ft. NIA N/A Ft, To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 600 2 Ft Number of trenches 2 Dist. between trenches 10/10 Ft. Well 153.7 166.3 N/A N/A 145 TANK n Septic • S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A Anchorage Tank 1250Gai. NA Material Steel Number of compartments 2 Lot Line 66.5 30,6 N/A N/A Foundation 8.6 5.2 N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain N/A N/A N/A N/A Remarks * Added 15' to each drain field under this permit Pump on level at Pump off level at High water alarm at in. in. in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield JR's Septic Pumping Draingeld 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspection 1u 11/7/20132nd dates: 11/8/2013 Location and description a" 11/8/2013 4th Crawl space door threshold COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Engineers Stamp r t 4.0F Ai I !�1 • ety ,jr F.*: "`. *TIF Approved Date 9 A `/ /3" ••Meven '. Ponnoae 5 .. CE $14 FOR Ue* Pee ntieto- nspection Ffeport_1-1-12.doc • SEPTIC AREA (E)J w 1 M 1 WELL (E) w w WELL (E) ---A.:\ • 1 PRIMARY DRAIN FIELD- (2EA) 45LF x 5'W x 0.7'ED x 5.5'TD (E) W/ 2' SAND ADD (2EA) 15'LF x 5'W x 0.7'ED x 5.5'TD W/ 2' SAND RESERVE DRAIN FIELD -(2EA) 6OLF x 5'W x 0.5'ED x 5.5'TD W/ 2' SAND 1 259 STREAM (E) \• 1000g SEPTIC TANK (E) '7 u- ABANDONED PER CODE s-cs NEW 1250g SEPTIC TANK 6 W/ DCO AND FS o 33'4 i (` TH-99-27A (KENNETH DUFFUS) FC T1 T2 DC M1 C2 M2 C3 M3 C4 M4 C5 M5 M6 A 32.3 31.5 30.4 30.1 30.2- 9.7 0.2-9.7 11.9 1 2.8 20.1 21.6 54.4 54.1 65.4 64.1 54.7 B 24.3 24.3 23.9 24.7.- 25.8 47.1 61H 60.6- 56.1 58.0 17.0 18.2 25.5 25.5 32.2 NOTES: RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN DENALY, BLOCK 1, LOT 23 RONALD & ALISON HORTON 25560 DENAINA DRIVE EAGLE RIVER, AK 99577 _ �� \\ -e°F 4c4'ki.i /�*o • '•r .9700 f...��'.' ..:..' 11 Steven R_ Pannone j CE 8149 iiliF'bkOFESSIONP -Y Date 9/17/2015 Scale P.I.D. NO -062-03 PERMIT NO. OSP131371. Sheet 2 OF '3 SPECIAL PROVISIONS TO SPECIFICATIONS . 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. 3. SCOPE OF WORK: ABANDONED EXISTING 1000g SEPTIC TANK PER CODE AND INSTALLED NEW 1250g SEPTIC TANK. - EXPANDED DRAIN FIELD. 4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 15.5 FEET AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 1 .5 FEET BELOW EXISTING GRADE. 98.1 EXISTING FILL TH -I 989 FILTER FABRIC 4" 0 DRAIN PIPE DRAIN ROCK 6" ABOVE PIPE INV ORIGINAL GRADE 2003 0.5 92.2(SW) ' 91 .7(SW) o= 00 2 =Q LJ O0 0 --5.0 97.3 92.8(NE) —92.2(NE) 2' SAND CLEAN OUT w2 _ =Q 0 W p U 250g SEPTIC TANK 93 (P) LEGEND w w WATER LINE/ WELL RADIUS ss NEW SEPTIC 10.0 FLOW SPLITTER a 0 z 00 FILTER FABRIC Z 0 `re 0 DRAIN PIPE = 2 V GRAIN ROCK 6" ABOVE PIPE INV w CO 0- 0 0 0 Z 5tu O= 0 U CLEAN OUT (P) 9 8(NE1j 9 .2(NE J MATCH EXISTING EXTEND NORTHEAST TRENCH TO THE NORTHWEST - PROFILE DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO_ BEDROOM: 4 (600 gpd) TANK SIZE: 1250g PERC RATE = <1 MPI SOIL RATING: 1 GPD/SF AREA ROD: 600 SF SYS. TYPE: WIDE TRENCH 0.7' E.D. MIN LENGTH: 120 LF \--DRAIN ROCK SAND 911.7(SW) MATCH EXISTING EXTEND SOUTHWEST TRENCH TO THE SOUTHEAST ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH FC T# M# R.I. USE: DCO EXISTING (2EA) 45LF X 5.0'W, 0.7'E.D., 5.5'TD* DV WITH 2SAND - FS ADD (2EA) 15LF X 5.0'W, 0.7'E.D., 5.5'TD* BFG WITH 2' SAND OG TOTAL AREA: 600 SF FG TS& FROM ORIGINAL 2003 GRADE ± TEST HOLE - FOUNDATION CLEAN OUT TANK CLEAN OUT NO. -- CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE -- FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE V TOPSOIL & VEGETATE NOTES: RECORD DRAWING PANNONE ENG SVC, LLC - P.O. 80X 100217 ANCHORAGE, AK 99510 PHONE (907).272-8218 FAX (907) 272-8211 DESIGN DETAILS •DENALY, BLOCK 1, LOT 23 RONALD & ALISON NORTON 25560 DENAINA DRIVE EAGLE RIVER, AK 99577 —`oF AC til �E . -tics, i1 414 / Steven R. Pannone / l 9.. CE 8149 .fir f cis'•. /4'5 tl��oFEssON• `� ' Date 9/14/2015 Scale NTS P.I.D. NO 03 PERMIT NO. OSP131371 Sheet 3 OF 3 Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage: Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 httEt://www.munLorg/Onsite Development Services Division On -Site Water and Wastewater Program' 0 0 mei e epar-ttnen • *** VARIANCE/WAIVER.REVIEW **** • Waiver#: OSV151125COSA#: OSC151496 Permit#: OSP131371 PID# 067-062-03 Legal Description: Denaly, Block 1, Lot 23 Engineer: PES Applicant: Ronald & Alison Horton Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the building foundation has been approved. The approved separation distance' is 5 feet. Your request for a waiver of the required 10 feet horizontal separation between the two absorption fields has been approved. The approved separation distance is 6 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department ] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ] Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent "property. Adjacent properties are not affected by this waiver. .... ...... ....... ...... ....•. .....•r.........................,.... .....�. Waiver is Granted:- X.'i Waiver is not Granted: Date: glaif!c Approved: by: .:. r... ....a ........ P1•111•111111•111111•11••••••••••-•• fame of Reviewer n Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com September 23, 2015 Subject: Denaly, Block 1, Lot 23 Drain Field to Foundation Waiver Drain Field Trench Separation Waiver We are requesting a waiver for the separation distance from the absorption field to the house foundation to 5.5'. The location of the field was tight due to an addition to the house and the location of large trees the owner did not want to lose. The top of the drain field is located below the elevation of the foundation, and the effluent and foundation will not affect the integrity of the other. We are requesting a waiver for the separation distance between 2 tranches to 6.5'. The percolation rate of the soil is less than 1 mpi and the effluent is unlikely to travel horizontally to a distance that the trenches can effect each other. Granting these waivers will not affect the health or safety of this lot, nor the future development. Sincerely, • 2 g'• Steven R. Pannone CE 8149 `-* Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 On -Site Wastewater Disposal 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: OSP131371 Tax Code Number: 06706203000 Work Type: Septic Permit Effective Dates: October 15, 2013 to October 15, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: DENALY Site Legal Address: DENALY BLK 1 LT 23 G:0362 Owner/Address: HORTON RONALD G & ALISON K 25560 DENAINA DRIVE EAGLE RIVER AK 995779699 Site Mailing Address: 25560 DENAINA DR, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 54873 Total Bedrooms: 4 N 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. Received By: Issued By: Date: /61/1272613 Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 067-062-03 Property owner(s) Ronald & Alison Horton Mailing address 25560 Denaina Drive, Eagle River, AK 99577 Site address 25560 Denaina Drive Day phone Legal description (Sub'd., Block & Lot) Denaly, Block 1, Lot 23 Legal description (Township, Range & Section) Lot Size 54,873 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage APPLICATION IS AN: Initial Upgrade Renewal TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: ❑X 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: 4 530 . m Waiver Fees: Date of Payment: /0(713 Date of Payment: Receipt Number: do -mai Receipt Number: Permit No. OSP 131374 Waiver No. Permit App_:- ::...:c; Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panenRak.com October 3, 2013 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Denaly, Block 1, Lot 23 Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request a permit to install an upgrade septic system be issued for this property. The upgrade to this system will be to accommodate the expansion of the house to four (4) bedrooms. The existing drain field is operating adequately and will be expanded. The existing 1000g septic tank will be abandoned per code and a new 1250gseptic tank will be installed. This lot and the surrounding lots are served by private wells. There are no wells within 100' of this system. 1. Soils. One test hole was excavated in the area of this drain field by Kenneth Duffus in April of 1999, and neither groundwater nor bedrock was 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 1.0 gallons/day/square feet should be used for a conventional wastewater system with a 2' sand filter. 2. Soil Absorption System Design. a. See Sheet 2 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. Eagle River Green Belt is located adjacent to this lot, but the river itself is located over 900' from this system. 4. Topography: The existing topography slopes from the northeast to southwest at approximately 12% in the area of the proposed drain field. There are no steep slopes in the vicinity of the septic system Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 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, ro/ Ir 1411 �....n 4 +tgp 7� ?'r • ••Ys is Steven R. Pannone • 'L Steven R. Pannone, P.E. Owner/Civil Engineer Attachments 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 „ SEPTIC AREA (E) A WELL (E) DRIVEWAY W PRIMARY DRAIN FIELD (2EA) 45LF x 5'W x 0.7'ED x 5.5'TD (E) W/ 2' SAND ADD (2EA) 15'LF x 5'W x 0.7'ED x 5.5'TD (P) W/ 2' SAND yr WELL (E) RESERVE DRAIN FIELD (2EA) GOLF x 5'W x 0.5'ED x 5.5'TD (P) W/ 2' SAND • N N ?o. s \ SegSF 7- STREAM (E), 123.9 1000g SEPTIC TANK (E) ABANDON PER CODE 1250g SEPTIC TANK (P) yW// DCO AND DV / 11 oc R2 FCl FAT4,Q S NOTES FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN DENALY, BLOCK 1, LOT 23 RONALD & ALISON HORTON 25560 DENAINA DRIVE EAGLE RIVER, AK 99577 SOFgXV ee.IPe .. • qs i� rrajKP • �• I� '•1' j*:•4911- /\ *�/, Date 10/10/2013 Scale 111=-50' 067-062-03 / Steven R. annone / PERMIT NO. .• CE 8149 .0� OSP131371 961s�' • •r• tltl>1�OFESSIONPV.� Sheet \\\�� OF 2 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. 3. SCOPE OF WORK: ABANDON EXISTING 1000g SEPTIC TANK PER CODE AND INSTALL NEW 1250g SEPTIC TANK. EXPAND DRAIN FIELD 4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 15.5 FEET AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 11.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. FILTER FABRIC 0.5 o 0 Z O U 0 J U H5.0— EXISTING FILL TH-1 -0.5 OR -1.5 SM 5.5 15.5 SP GP 48 0.7- 10.0 0 J U us J Z O J O V 250g SEPTIC TANK (P) LEGEND w w WATER LINE/ WELL RADIUS ss NEW SEPTIC 10.0 FLOW SPLITTER 5.0 4' 0 DRAIN PIPE DRAIN ROCK 6" ABOVE PIPE INV DRAIN ROCK 2' SAND SECTION FILTER FABRIC 4" 0 DRAIN PIPE DRAIN ROCK 6" ABOVE PIPE INV ORIGINAL GRADE 2003 CLEAN OUT (P) MATCH EXISTING EXTEND NORTHEAST TRENCH TO THE NORTHWEST PROFILE DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1250g PERC RATE _ <1 MPI SOIL RATING: 1 GPD/SF AREA RQD: 600 SF SYS. TYPE: WIDE TRENCH 0.7' E.D. MIN LENGTH: 120 LF DRAIN ROCK SAND USE: EXISTING (2EA) 45LF X 5.0'W, 0.7'E.D., 5.5'TD* WITH 2' SAND ADD (2EA) 15LF X 5.0'W, 0.7'E.D., 5.5'TD* WITH 2' SAND TOTAL AREA: 600 SF FROM ORIGINAL 2003 GRADE MATCH EXISTING EXTEND SOUTHWEST TRENCH TO THE SOUTHEAST ABBREVIATIONS CU DIP TH FC T# C# M# R.I. DCO DV FS BFG OG FG TS&V COPPER DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE TOPSOIL & VEGETATE NOTES: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS DENALY, BLOCK 1, LOT 23 RONALD & ALISON HORTON 25560 DENAINA DRIVE EAGLE RIVER, AK 99577 Date _ Arco? OFA("Jr- +f 10/10/2013Scale *: 49 TM 711,%ley NTS !J ' 7-062-03 �+ teveC• ER 814a0nnone�' PERMIT NO. �� / OSP131371 ,c 'F(�OFESS10C1P�." Sheet 2 OF 2 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020343 PID Number: 067-062-03 Page 1 of 3 Name: MIKE QUINN CONSTRUCTION Wastewater System: • New ❑ Upgrade Address: P.O. BOX 772641 * EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-4955 3 0 Deep Trench ■ Shallow Trench 0 Bed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: 1.2 GPD/Sq. Ft. Total Depth from original grade: *5.5 MAX Ft. Block: Lot: 23 Subdivision: DENALY Depth to pipe bottom from original grade: 4.8 MAX Ft Gravel depth beneath pipe: 0.7 Ft. Township: Range: Section: Fill added above original grade: SEE DWG Ft. Gravel length: 45 (90 TOTAL) P WELL: • New ❑ Upgrade Grovel width: 5 Ft. Number of linea: 2 Distance between lines: 15+ Ft Cleseificailon (Private, A,S,C): PRIVATE Total Depth: 170 Ft. Cased To: 169.35 Ft. Total absorption area: 450 sG. Ft. Pipe material: D 3034/ F-810 Driller. M—W DRILLING Date Ddlled: 10/1 /02 Stole Water Level: FLOWING Ft Installer. SANDERS & SANDERS Date installed: 9/24-25/2002 Ybld: 30+ GPM Pump Set At UNKNOWN FL Casing Height Above Ground: 2 Ft. TANK SEPARATION DISTANCES • Septic 0 Holding 0 S.T.E.P. 0 Other To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Manufacturer: ANCHORAGE TANK Capacity In gallons: 1000 Well 100'+ 100'+ 25'+ Material: STEEL Number of compartment': 2 Surface Water 100'+ 100'+ LIFT STATION Lot Line 5'+ 10'+ Size in gallons: Manufacturer. Foundation 5'+ 10'+ 'Pump on' level at. 'Pump off' at High water alarm at: Curtain Drain NONE KNOWN Pump Make dal: D etrical Inspection performed by: Remarks: BENCH MARK *TO TOP OF SAND Location and Deecriptlon: TOP OF CONCRETE POST HOLDING BACK GARAGE DOOR DECK Assumed Devotion: 101.46 rt. Inspections performed by: AKWWC, INC. Dates: 1st 9/24/2002 2nd 9/24/2002 3rd 9/25/2002 Development Se ices Department Approval Reviewed and approved by: (`� " ' Date: 211*(VS (Ras. 12/01) PERMIT NUMBER: SW020343 AS -BUILT DRAWING PARCEL ID NUMBER: 067-062-03 A B ST1 47.93 32.66 ST2 49.10 35.70 DBL1 49.43 36.83 DBL2 50.38 37.54 C01 71.46 27.70 MT1 71.28 28.35 CO2 34.35 60.91 MT2 36.51 61.59 CO3 80.88 42.44 MT3 81.43 44.16 C04 48.79 66.57 MT4 50.55 67.47 NEW DRAINFIELDS NEW 1000 GALLON SEPTIC TANK NEW WELL Z / ALTERNATE SITE REVISED: 3/4/2003 KENNETH M. DUFitiekFUS, P.E. TEST HOLE #99-27A 1 1 1 SSW ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 28 * ANCHORAGE, AK 99504 . PHONE (907)337-6179 * FAX (907)338-3246 PREPARED FOR: MIKE QUINN CONSTRUCTION DATE: 3/4/2003 DRAWN BY: Z.T.G. SCALE: 1"=40' PHONE NUMBER: PAGE NUMBER: (907) 694-4955 2 OF 3 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 23, BLOCK 1 TYPE OF WORK: AS—BUILT DRAWING OF WELL AND SEPTIC SYSTEM LOCATION PERMIT NUMBER: SW020343 AS -BUILT DRAWING PARCEL ID NUMBER: 067-062-03 TOP OF TANK AT INLET = 95.14 INVERT OF BUNG AT INLET = 94.60 ir FINAL GRADE = 99.34-99.78 TOP OF TANK AT OUTLET = 95.18 INVERT OF BUNG AT OUTLET = 94.41 FILTER FABRIC T CO FINAL GRADE _ 98.11-98.31 FINAL GRADE _ 97.16-97.64 FILTER FABRIC ORIGINAL GRADE = 96.20-97.70 ORIGINAL GRADE = 95.20-96.20 TOP OF SAND = 92.20 (AVG. INVERT OF PIPE TOP OF SAND = 92.90 (AVG.) = 92.20 (AVG) 2' OF M.0Ac; APPROVED SAND FILTERS". BOTTOM OF TRENCH = 90.20 (AVG) 10' ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B ' ANCHORAGE, AK 99504 * PHONE (907)337-6179 ' FAX (907)338-3246 DATE: 1/16/2002 DRAWN BY: Z.T.G. SCALE: 1" = 40' PREPARED FOR: PHONE NUMBER: MIKE QUINN CONSTRUCTION (907) 694-4955 PAGE NUMBER: 3 OF 3 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 23, BLOCK 1, TYPE OF WORK: PROFILE AS -BUILT DRAWING OF NEW SEPTIC SYSTEM INVERT OF PIPE = 92.90 (AVG.) BOTTOM OF TRENCH — 90.20 (AVG) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 9/Rif 1 L: 80 ZuD€ IPNG ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW020343 Legal. Description:'DENALY BLK 1 LT 23 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Mike Quinn Owner Address: PO Box 772641 Eagle River , AK 99577 - This permit is for the construction of: Disposal Field ✓ Septic Tank Holding Tank Date Issued: Sep 13, 2002 Expiration Date: Sep 13, 2003 Parcel ID: 067-062-03 Site Address: Lot Size: 54873 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 Privy Private Well 1 1 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: C% gn Date' l f b/o2.. Issued By: Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION � / -7 FOR A SINGLE FAMILY DWELLING 01 Parcel I.D. 0 L—i�/1c2-0`5 Property owner(s) MIKE QUINN Mailing address (1) P.O. BOX 772641 * EAGLE RIVER. AK Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 23. BLOCK 1: DENALY SUBDIVISION Permit Number Day phone 694-4955 Legal description (Section, Township & Range) N/A Lot Size 51(g7.5 j Acres/. q.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade ❑ Well Only • Water Storage THIS PROPERTY CONTAINS: Hot Tub ❑ Swimming Pool ❑ Therapy Pool ❑ Jacuzzi ❑ Water Softening Unit ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Fees: T 1 !J1 -$55° Waiver Fees: Date of Payment: 21 0 95.2211 Receipt Number: ^ 2CO .lq Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER September 13, 2002 CONSULTANTS, INC. Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 South Bragraw Street P.O. Box 196650, Anchorage, Alaska 99519-6650 Ref: Well and Septic Design for Lot 23, Block 1, Denaly Subdivision To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. Several test holes have been excavated in the area of this property. See the attached soils logs performed/prepared by Ken Duffus, P.E.. The septic system will be designed around the 30 foot radius of test hole #99-27A. We are proposing that a 1000 gallon septic tank and dual five foot wide drainfields be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: Proposing 1 0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft2 f. Total Depth: 8.0 feet (max.) g. Width: 5 feet V" d' milt itteft3: feet i. Length: 90 feet total length (2 @ 45 feet long each) j Effective absorption area = 450 ft 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average slope of this property is a 15 to 20 percent slope running from approximately northeast to southwest; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, Pre .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, three soils logs, a topography site plan, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com DENALY SUBDMSION LOT 5, BLOCK 1 ROPOSED WELL DENALY SUBDMSION- LOT 24, BLOCK 1 [SEPTIC ARE N. PROPOSED I \ -\ I 3 HOUSEM 1 ? ,,, �i I 0�2�. /9/2� PROPOSED SE IC SYSTEM \ (SEE DESIGN, PAGE 2 OF 2) \ ;y1.D 4 \\DENALY SUB • MSION \\v LOT 7, BLOCK 1 ♦1 1\ ALTERNATE SITE DENALY SUBDMSION LOT 21, BLOCK 1 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEDARR ROAD, SUITE 2B' ANCHORAGE, AK 99504 * PHONE (907)337-6179' FAX (907)330-3246 PREPARED FOR PHONE NUMBER: MIKE QUINN CONSTRUCTION 694-4955 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 23, BLOCK 1 DATE: 9/5/2002 DRAWN BY: Z.T.G. SCALE: 1" = 100' PAGE NUMBER: 1 OF 2 TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM -7953 INSTALL FOUNDATION CLEANOUT PROPOSED 1000 GALLON SEPTIC TANK INSTALL DOUBLE CLEANOUTS INSTALL FLOW SPLITTER PROPOSED DRAINFIELD. EXCAVATE TWO TRENCHES THAT ARE 8 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 45 FEET LONG EACH (90 FEET TOTAL LENGTH). ADD 2 FEET OF M.O.A. APPROVED SAND FILTER THEN ADD 0.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. co COrAfT r NOTE: THE CONTRACTOR SHALL FIELD VERIFY ALL WELL/SEPTIC SEPARATION DISTANCES PRIOR TO STARTING CONSTRUCTION. ALTERNATE SITE K NETH M. DUFFUS, P1. TEST HOLE #99-27A I 11 1 1 1 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, AK 99504 • PHONE (907)337-6179 • FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: MIKE QUINN CONSTRUCTION 694-4955 DATE: 9/5/2002 DRAWN BY: Z.T.G. SCALE: 1" = 40' PAGE NUMBER: 2 OF 2 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 23, BLOCK 1 TYPE OF WORK: DESIGN DRAWING FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM 7953 -'1 bk�OOod pro f esslatkc: 000�' Sent By: F ROBERT BELL AND ASSOCIATES; 907 272 7531; Apr -7-00 8:49; Page 9/39 Sent By: F, ROBERT BELL AND ASSOCIATES; 907 272 7531; ICKTD ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AIC 99577-8736 Performed for: Project-. Depth (NO 2- 3- 4- 5- 6- 7- 8- 9- 10. 1- 2- 3- 4- 5- 6- 7- 8- 9- 10• 11- 12- 13- 14- ; , , 6.0.11. 15- 16- 17- 18- 19- 20 - Apr -7-00 8:57; Page 35/39 SOILS PERCOLATION TEST i*419M �... NN ...0 ti f • : Kenneth Ln. D i r CE 711 ,l•te �p .4II1\�,:e f�ESS1t0" ` F. Robert Bell & Associates Date Performed: 4/23/99 Lot 26 McIntyre Org — soft, brown, moist SM/ML—stiff, gray sandy silt moist SP — Med dense, gray slightly silty, gravelly sand moist HOLE FRESOAKEI7 PRIOR TO PERCOLATION TEST TEST HOLE # 99-26 SEE ATTACHED SITE FLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring What depth? N/A Date? 5/15/99 Reading Date Gross Time Net Time Depth to Water Net Drop 1 4/26/99 120 - 10" - 2 1:25 5 min I" 9" 3 • 126 - 10" - 4 131 5 min 1 2/16" 8 14/16" 5 • 1:32 - 10" - 6 1:37 5 min 1" 9" 7 • 138 - 10" - 8 1:43 5 min 1" 9" 9 • 1:44 - 10" - 10 1:49 5 min 1" r 11 * 150 - 10" - _ 12 155 5 min 1" 9" Water Added Percolation Rate 1.12 (min/fit) Pero Hole Diameter 6" Test Rtm Between 35 feet and 45 feet 1, Kenneth M. Duffus, certify that this Icst was performed in accordance with all State and Municipal guidelines in effect on tins date. Sent By: F :ROBERT TBBELL AND ASSOCIATES; 907 272 7531; 1Kd4Il) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 Apr -7-00 8:58; Page 36/39 a co •�1 r*/ a ! N: 49.. .. • ••••..1•* rimeasnanswinim �� K•nni h M. C �';'� f wet ecce�1 6 ,1 SOILS PERCOLATION TEST Niel#"s Date Performed: 4/23/99 Performed for: Project: Depth (Peet) 1- 2- 3- F. Robert hell & Associges Lot 27A McIntyre Org - soft, black, moist SM — med dense, brown silty, Gravelly sand, moist SP — med dense, gray, slightly 4- silty, gravelly sand, moist 5- 6 - GP — Med dense, grays tfy 7- moist� D-rny N -A S J 9 IS Wt) 10- T.t;1 11-.. �P 12- 13- 14- I5- 16- 17- 18- 19- 20 - PGH )D 1 " B.O.H.'" HOLE PRESOAKED PRIOR TO PERCOLATION TEST TEST HOLE # 99-27A SEE ATTACHED SITE PLAN FOR HOLE LOCATION IWas Ground water encountered Depth to water after monitoring? What depth? N/A Date? 5/15/99 Reading Date Cross Time Net Time Depth to Water Net Drop 1 4/7.7/99 1:00 - 8" - i 2 1:05 5 min DRY 8"+ 3 ' 1:06 - 8" - 4 1:11 5 min DRY 8"+ 5 • 1:12 - 8" - 6 I:17 5 min DRY 8"+ 7 ` 1:18 - 8" - 8 1:23 5 min DRY 8"+ ' Water Added Percolation Ra min/in) Perc Hole Diameter 6" Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance ith all State and Municipal guidelines in effect on this date. Sent By: F ROBERT BELL AND ASSOCIATES; 907 272 7531; Apr -7-00 KNID ENGINEERING 20441 PTARMIGAN BLVD. 8:58; Page 37/39 149L . •'s *% •Y •Y..•.••• •••••S•• EAGLE RIVER, AK 99577-8736 • • !� . Kim.* At Du W/ Performed for: Project Depth (Peet) 2- 3- 4- SOILS PERCOLATION TEST F. Robert Bell & Atisociates Date Performed:. etStithibst Org — soft, brown, moist SM- med dense, silty sand,molst GP—med dense, gray, sandy gravel, moist ML — soft, brown silt, moist GP — Med dense, gray slightly 5- silty, sandy grand, moist 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - SP - Med dense, gray slightly silty, gravelly sand, moist B.O.H. HOLE PRESOAKED PRIOR TO PERCOLATION TEST CE 7116 .i yam/ \l%WI ~ 4/23/99 TEST HOLE N 99-278 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Grmmd water encountered? NO Depth to water after monitoring? DRY What depth? N/A Date? 5/15/99 Reading Date Gross Time Net 'rune Depth to Water Net Drop 1 4/27/99 11:00 - 8" - 2 11:05 5min 4/16" 712/16" 3 • 11:06 - 8" - 4 11:11 5min 3/16" 713/16" 5 11:12 - 8" - 6 11:17 5min 3/16" 713/16" 7 • 11:18 - 8" - 8 11:23 5min 2 2/16" 714/16" 9 11;24 - 8" - 10 1129 5min 1/16" 715/16" 11 11:30 - 8" - 12 11-.35 5min 1/16" 715/16" r Water Added Percolation Rate 1.1 (min/in) Pere Hole Diameter 6" Test Run Between 3.5 feet and 4.5 feet 1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 067-062-03 Expiration Date: 1. GENERAL INFORMATION Complete legal description Densly, Block 1, Lot 23 Location (site address) 25560 Denaina Dr. /ala y Jrs- Current Property owner(s) Ronald & Alison Horton Day phone Mailing address 25560 Denaina Dr. 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: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ 7�J f ,mss WaiverNariance request for: ,i/»a'i *leti 1 -r-/Gt �t � ��Z L1 ai ! obi, Distance: Received by: COSA to be released to th gineer, unless otherwise requested by the engineer. Date: g cuts COSA Fee $ 2b8 Waiver Fee $ 15 Date of Payment cd 1I� Date of Payment et -1 5- IS Receipt Number 0(ogo(s\ Receipt Number 622I� COSA# cSC16Igq(, Waiver# fSY'3112-? 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, 1 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 LLCPhone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for By _I bedrooms bedrooms Date 6/5/2015 Meisel }R.. "annone • CE -8149 sSk bedrooms, with the following stipulations: ``CNORAGFf (r(rr>'i SIki 40 4C" Liti - , tSe Ct. jl�')�fiSVELOPW1111)M `` Foy -I-4P Pest - Original Certificate Date: C{4 164— The•' unicipality 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 Septic System Advisory Well Flow Advisory COSA blue sheeti' n Nitrate Advisory Arsenic Advisory Other 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: Denaly, Block 1, Lot 23 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 10/11/2002 Sanitary seal (YIN) Y Total depth 170 ft. Cased to 169.35 ft Date of test Static water level FROM WELL LOG 10/11/2002 0 Artesian 30+ ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform N€S colonies/100 mL Nitrate /i) V mg/L / Arsenic A) ug/L Date of sample: � ! i ! / B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1,250 gal. Number of Compartments 2 Foundation cleanout (YIN) Y Depression over tank (Y/N) Date of pumping 5/fu ! / r'C Pumper J� IS Parcel ID: 067-062-03 Well Log (YIN) Y Wires properly protected (Y/N) Y Casing height (above ground) 18+ in. AT INSPECTION 5/20/2015 Unknown* 5.5+ ft. g.p.m. Collected by-: P E S Date installed 11/8/2013 Cleanouts (Y/N) Y High water alarm (Y/N) N C. ABSORPTION FIELD DATA.1 t 9!25/2002 / 20.13 z z 1.2 GPD/SF Date installed Soil rating (g.p.d./ftorft/bdrm) - System type Length 120 ft. - Width 5 ft. Gravel below pipe Total depth 4.5 ft. Eff. absorption area 600 ftz Date of adequacy test 5/20/2015 Fluid depth in absorption field before test Elapsed Time: 120 Monitoring tube Y Depression Results (Pass/Fail) Pass 0 in. Water added 613 min. Final fluid depth 0 Shallow Trench 0/ ft. over field N For 4 bedrooms gal. New depth 0 in. Absorption rate >= 600+ in. g.p.d. Any rejuvenation treatment (past 12 mo:) (YIN & type) No If yes, give date. D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off" level at Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: 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+ Manhale/Access (Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 109+ 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: Property line 10+ Water Service line 10+ Curtain drain 50+ F. COMMENTS *WeII plugged Building foundation ..5; 1 Surface water 100+ Wells on adjacent lots 100+ Absorption field 5+ Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 10+ G. ENGINEER'S CERTIFICATION 1 certify that 1 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 6/5/2015 COSA canary sheet_2-6-15.doc : $liven iir Pi alter i taco - 8423N SCALE: 1"= 50' EAGLE RIVER GREENBELT 88-34 49tth7 j% / ' •Fred Walatka: ff . j1'TF• 3255-S ••J7,✓ `j1 SFO AR'•... ••�t>o y. 1 t °'EssiotiM EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. FB 15-10, pgs. 46-48 CB AS -BUILT NO CORNERS SET THIS DATE I -hereby certify that I have performed a Mortgagee's inspection of the following described properly: LOT 23, BLOCK 1, DENALY SUBD. Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 26th day of AUGUST 2015. (907-248-1666) FRED WALATKA & ASSOCIATES Engineers and Surveyors Crtior Municipality of Anchorage Dev&cpment Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bracaw St. F.O. Eox 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 067-062-03 1. GENERAL INFORMATION 0 HAA# !-1 / ( 30%100 Expiration Date: G.— C Complete legal description DENALY SUBDIVISION; LOT 23. BLOCK 1 Location (site address or directions) DENAINA. DRIVE * EAGLE RIVER. AK 99577 Current Property owner(s) MICHAEL QUINN CONSTRUCTION Day phone 694-4955 Mailing address P.O. BOX 772641 * EAGLE RIVER. AK 99577 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested. HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well BIndividual On-site Individual Water Storage Pi Individual Hoiding tank Community Class Weil ❑ Community On-site Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C we!! and may be reissued with new water samples. (Certificates may be reissued for a period of up to ane year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consu/tants, Inc. shall be paid S at. or prior to closing for the engineering services provided. 4. 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 Health Authority 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. 1 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. Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, lnc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described 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 weds and septic systems depend on the local soils condition, groundwater 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 the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Date Conditional approval for bedrooms, with the fllowing stipulations: • ::1\1 -MIC. *A! AN Attachments: I -IAA Checklist Septic System Advisory We!I Fiow Advisory By: (Rev. 12/01) Manitenance Agreements Supplemental Engineer's Reort Other ;='1 FL=U ` _ : r.r.CF;1`I • Original Certificate Date: _ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: DENALY SUBDIVISION; LOT 23, BLOCK 1 Parcel ID: 067-062-03 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 10/11/2002 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 170 ft. Cased to 169.35 ft. Casing height (above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 10/11/2002 Static water level ARTESIAN ft. j�ft N Well production 30+ g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate O.307mg /L Other bacteria 0 colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 3/4/2003 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Tank size 1000 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A Date installed 9/24-25/2002 Date of pumping NEW Pumper — C. ABSORPTION FIELD DATA BELOW FINAL GRADE TO TOP OF SAND Date installed 9/24-25/2002 Soil rating ..p.d./ .r ft2/bdrm) 1_2 Length 90 (2 ® 45) ft. Width 5 ft. Gravel below pipe 0.7 ft. *4.96-5.44 Total depth *5.91-6.11 ft. Eff. absorption area 450 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= — g.p.d. System type SHALLOW TRENCH Any rejuvenation treatment (past 12 mo.) (Y/N & type) — If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Ac "Pump on" level at _in. "Pump off' - - - in High water alarm level at in. Datu Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ 100'+ Curtain drainNONE KNOWN F. COMMENTS G. ENGINEER'S CERTIFICATION Wells on adjacerit%ts 100'+ I certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Print d Name Date 3 i q/03 JEFFREY A. GARNESS HAA Fee $ 315. oa Date of Payment 3-21'03 Receipt Number 32.800 (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number FROM : MICHAEL QUINN CONSTRUCTION PHONE NO. : 907 6944956 Feb. 26 2003 09:04AM P2 7 301 • zt ti t ,• • ASBUILT ti SEWARD & ASSOCIATES LAND SURVEYING 694-0829 I HEP.EBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: aWitd.7SUYG-orz3�,7/ AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT 1S THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: DATE: zy/-r GRID: _rte./ 7,‘"..? FBI 97-35 DRAWN: ,c2�f • Duane Mark Sward 4. LS -6918 •. eck°v 1 `°2,,.• • • . 3 . MTA OSP ENG 907 761 2646 03/06 '03 08:44 NO.241 01/01 MTA .}�§ rt CALL ON YOUR COMPANY ""''?Wr+•a' st ElossofaslEfl lg'� t#441 NON -OBJECTION TO EASEMENT ENCROACJJM* N Ja(aUMENT ir- :n ;:ilia; By this document Matanuska Telephone Association, Inc. (1va*a&"c'rares that it has no objection. to the encroachment of a wellwithinthe platted 15' T & E EasSh dmf upon Lot 23, Block I, Denaly Subdivision, situated in Section 20, T14N, RI W, S.M. e ki ********************+k*******+k�ksR �l:�:�l:***A�*********kik*******************tt***********W***** l.t., Please be advised that MTA through the issuance of this document does not forfeit any of its.rights to the use of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunications facilities within the easement. Any repairs that may be required. to th.e encroachment as a result of utility construction will be bome by the property own.er of record. This document does not authorize the•piacement of any additional encroachments within the easement area. This document is, in no way, an. agreement to vacate any portion. of the utility easement and should not be interpreted as such. Issued. for Matanuska Telephone Association., Inc. this 5th day of March, 2003, by, Real Estate & Properties Supervisor THIS IS TO CERTIFY, that on this 5th day of March, 2003, before rn.e th.e undersign.ed, a Notary Public in. and for the State of Alaska, duly commissioned and sworn as such, personally appeared Bonnie Bailey known. to me and to me known to be the individual named in and who executed the foregoing instrument and acknowledged to me th.at he signed and seal.ed the same as a voluntary act and deed for the uses and purposes therein mention. ed. IN WJTNESy4,r :4i3REOF, I have hereunto set my hand and official seal the day and year first above written. GRANTOR:': `ztanuska. Telephone Association, Inc. Os,o,'x: '550, ..:..: ;.. cr 99645: My commission expires: 057 c26 - 3,„. Matanuska Telephone Association, Inc. P.O. Box 3550 • Palmer, Alaska 99645-3550 1.600-746.9510 • 907.761.2510 • Fax 907.761.2646 ENCROACHMENT NON -OBJECTION AND AGREEMENT THIS AGREEMENT, made and entered into this 2) day of march, 20 0 3 , by and between MATANUSKA ELECTRIC ASSOCIATION, INC., an Alaskan non-profit member owned electric cooperative, whose post office address is Box 2929, Palmer, Alaska, 99645, hereinafter called "First Party", and Michael Quinn Construction, Inc. whose address is P.O. Box 772641, Eagle River, AK 99577, hereinafter called "Second Party", WITNESSETH THAT: A well is located within the 15' T + E easement Tying adjacent to and along Denaina Drive In Lot 23, Block 1, Denaly Subdivision, according to Plat 2000-12, Anchorage Recording District. T14N, R1W, S.M. NOW, THEREFORE, for and in consideration of their mutual agreements and other good and valuable consideration, the receipt of which is hereby acknowledged, First Party, for itself, its successors and assigns, waives its objections to Second Party's encroachment on the said easement for the purpose mentioned, subject to the following conditions: 1. Second Party will hold First Party harmless from liability for any injury or damage to any person or property which may result from such encroachment. 2. This non -objection is granted with the full understanding and agreement by all parties having an interest in the above property that this encroachment will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. This non -objection is further conditioned by the stipulation that MEA will be held harmless from liability for any and all damages to the encroachment that may result from the existing and future use of said easement by MEA, its contractors, successors, agents, licensees, or assigns. 3. Any facilities or property of First Party which are damaged or destroyed as a result of such encroachment will be repaired or replaced. The cost of repair or replacement will be paid entirely by Second Party. 4. Second Party will comply with all applicable safety codes and regulations. 5. Any expenses which First Party may incur in the relocation or modification of its facilities to accommodate the said encroachment will be paid entirely by Second Party. By its execution of this Agreement, Second Party agrees, for itself, its successors and assigns, that its encroachment upon the named easement as hereinabove mentioned will be subject to the foregoing conditions. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives and agents as of the day and year first above mentioned. MATANUSKA ELECTRIC ASSOCIATION, INC. (First Party) BY: General Manager or his Representative Encroachment Non -Objection and Agreement Page 2 4/ij 11• h/r,AJ 6N-611 LnJL. (Second Party) BY: BY: ACKNOWLEDGMENT STATE OF ALASKA : SS. THIRD JUDICIAL DISTRICT : The foregoing agreement was acknowledged before me this 21 day of $laxdn 20 03 by Aq (NOTARY \PUBLIC tit 11-05 0/11111110 STATE OF ALASKA :• SS. THIRD JUDICIAL DISTRICT : c for the f Notary f'yl f Alaska My commission expires: cQ/ 5/07 ACKNOWLEDGMENT The foregoing agreement was acknowledged before me this day of 20 by Notary Public for the State of Alaska My commission expires: STATE OF ALASKA MEA ACKNOWLEDGMENT : SS. THIRD JUDICIAL DISTRICT : The foregoing agreement was acknowledged before me this day of 20 by Notary Public for the State of Alaska My commission expires: CLAVI NWORD/ROW FORMS/ENCROACHMENT2002.DOC RETURN TO: MEA, P 0 BOX 2929, PALMER, ALASKA 99645