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Home My WebLink AboutVICKERY LT 1AVickery Lot 1 A #017-441-63 Inspection Report 1-1-12.doclrl 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:/Iwww.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141132 PID Number: 017-441-83 New ❑ Upgrade Name: John Hagmeier ABSORPTION FIELD ❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6040 Huffman Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 6 1 GPD/SF 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 5.0Ft. Subdivision Block Lot Vickery 1A Fill added above original,grade 1.0 Ft. Gravel length 90.0 Ft. Township Range Section Gravel width 3.OFt, Beds: Number of Lines NIA 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 900 z Ft 2 10.0 Ft Well 118.5 126.5 NIA N/A gg,4 TANK ElSeptic ❑ S.T.E.P. ElHolding ❑ Other Manufacturer - Anchorage Tank Capacity I 2000Gal. Surface Water 100+ 100+ N/A N/A Material Number of compartments Lot Line 65.8 41.9 N/AN/A STEEL 2 NA Foundation 27.0 39.6 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A I N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. - Pump make and model Electrical Inspections performed by - Installer PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 John Hagmeier Homes Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft InspectionLocation 1 11/12/14 11/13/14 and description dates: 2d Garage FF Td 41h COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp �titit\ 0111....... Conditional Approval: Date ,;, TH t1e'veii A annorae'/T CE 2149.,- i Approved Date Inspection Report 1-1-12.doclrl HUFFMAN ROAD M l \� — — • �=1 • • — RESERVE DRAIN FIELD (P) / s 10' T&E ESMT�� — 45LE xx 5'ED x 8'TD BASED ON CAT III � ;\ 47.9 42'7 PROPOSED SEPTIC r/ o.oC2 — _ AREA. C4 I o 1i NEW DRAIN FIELD M4 „ My = � (2EA) 45LF x 3'W x 5'ED x 8'TD 10.0 I _ 3 TH-4 1 NEW 2000g SEPTIC TANK F 195.0 \01 C1 W� DCO AND FS �. I TO WELL ' C3 \w _ — 57.4 — T1 _ FS LOT UNDEVELOPED _ • DCO T2 NO WELLS OR SEPTICS ON THIS LOT FCO j A NEW 'v � OR HOUSE ' \� 3 \\ iI NEW WELL TH-1 _/� I TH TH3 i NOTES: A B C T1 30.3 29.9 — T2 38.9 31.0 — DCO 41.7 32.4 — C1 50.7 40.5 — M 1 53.9 43.7 — C2 88.9 83.4 — M1 86.3 80.2 — C3 62.0 48.0 — M3 66.1 52.8 — C4 95.6 87.5 — M4 92.6 83.9 WELL — 91.7 47.5 NOTES: ` `�� \\ r �. �F. A�gsl�+ %g�p Fyo) TH * 0. %""•" / Steven R. •Pannope f+PF. CE 8149 �ll� oFESSi Date 1/6/2015 LOT UNDEVELOPED / Scale 1"=50' P.I.D. NO 17-441-63 NO WELLS OR SEPTJSS \ PERMIT NO. OSP141132 ON THIS LOT -" meet �g EA (E)7,1HCOUSE ✓ M �M \M M NOTES: P.00. BO 1j000022117 ANCHORAGE, 99 10 PHONE (907) 272-8218 FAX (907) 272-8211 `�� \\ r �. �F. A�gsl�+ %g�p Fyo) TH * 0. %""•" / Steven R. •Pannope f+PF. CE 8149 �ll� oFESSi Date 1/6/2015 RECORD DRAWING Scale 1"=50' P.I.D. NO 17-441-63 VICKERY, LOT 1A 6040 HUFFMAN ROAD JOHN HAGMEIER 2204 CLEVELAND AVE #201'1c/j•�' ANCHORAGE, AK 99517 PERMIT NO. OSP141132 PLAN meet 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 THE ATTACHED SPECIFICATION, 3. SCOPE OF WORK: INSTALLED NEW 2000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS NOT ENCOUNTERED AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16.0 FEET BELOW EXISTING GRADE-. NO GROUND WATER MONITORED ON 10/1 0 SM 93.7 SW 5.0 88.7 L SKI SM 8.0 GM 0 0 z w U IL 995 20009 SEPTIC TANK LEGEND —w—w—w WATER LINE/ WELL RADIUS —ss—w— NEW SEPTIC ER FABRIC 0 DRAIN PIPE )RAIN ROCK 6" ABOVE PIPE INV — 93.7 ROCK DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 2000g SEPTIC PERC RATE = 1 MPI SOIL RATING: 1.0 GPD/SF AREA ROD: 900SF SYS. TYPE: DEEP TRENCH 5'ED MIN LENGTH: 90 LF USED: 2EA 45LFx3'Wx5'EDx8.0"TD TOTAL AREA: 900 SF NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 VICKERY, LOT 1A 6040 HUFFMAN ROAD JOHN HAGMEIER DESIGN DETAILS 2204 CLEVELAND AVE #201 ANCHORAGE, AK 99517 ABBREVIATIONS CU 97.7 DIP DUCTILE IRON PIPE TH 96.7 T 93.7 NE/W) s FC —10.0 RESERVE SYSTEM SIMILAR ate. ONE TRENCH ONLY. CLEAN OUT NO. w M FILTER FABRIC r wo r4" 0 DRAIN PIPE z o up O w w a II ROCK O W n RD IDRAIN w o 1 o ABOVE PIPE INV o w DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 2000g SEPTIC PERC RATE = 1 MPI SOIL RATING: 1.0 GPD/SF AREA ROD: 900SF SYS. TYPE: DEEP TRENCH 5'ED MIN LENGTH: 90 LF USED: 2EA 45LFx3'Wx5'EDx8.0"TD TOTAL AREA: 900 SF NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 VICKERY, LOT 1A 6040 HUFFMAN ROAD JOHN HAGMEIER DESIGN DETAILS 2204 CLEVELAND AVE #201 ANCHORAGE, AK 99517 ABBREVIATIONS CU 97.7 DIP DUCTILE IRON PIPE TH 96.7 T 93.7 NE/W) s FC WA, T# ate. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 2000g SEPTIC PERC RATE = 1 MPI SOIL RATING: 1.0 GPD/SF AREA ROD: 900SF SYS. TYPE: DEEP TRENCH 5'ED MIN LENGTH: 90 LF USED: 2EA 45LFx3'Wx5'EDx8.0"TD TOTAL AREA: 900 SF NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 VICKERY, LOT 1A 6040 HUFFMAN ROAD JOHN HAGMEIER DESIGN DETAILS 2204 CLEVELAND AVE #201 ANCHORAGE, AK 99517 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.I. 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 OF ASA`kWI, 1/6/2015 TM NTS ... .. .. .... / P.I.D. No 017-441-63 Steve CE 8149 Pannone PERMIT NO. CE / OSP141132 Sheet1i�>4ryRO[{5 4 3 OF 3 69/19/2614 22:53 96/-34b-6262 ALPINE DKILL1NU PAUL UI/bl Alpine Drilling & Enterprises Well Log Permit Number: #SW 141932 Date of Issue: 6-29-14 Parcel Identification Number: 01744163000 Date Started: 9-20-14 Date Completed: 9-23-14 is well located at approved permit location? x Yes ❑ No Legal Description: Vickery Lot 1 A Property Owner Name & Address: Hagmeier John & Judith A DBA John Hagmeier Company 2204 Cleveland Avenue #201 n .,..h...-o.�o Alacka QQA17 Borehole Data: Soil 'type, Thickness & Water Strata v Depth (ft) M V From To Method of Drilling x air rotary ❑ cable tool Casing type: steel Stick-up silt 0 2 2 7 Wall Thickness; .250 inches Diameter: 6 inches Depth: 166 feet Liner Type: gravelly silt 7 46 Diameter: inches Depth: feet sandy gravelly silt 46 71 Casing stickup above ground: 2 feet gravelly silt silt 71 122 122 136 Static water level (from ground level): 175 feet Pumping level: 496 feet after 14 hours pumping 3_2 gpm gravelly silt 136 161 Recovery Rate: 3_2 gpm bedrock 161 496 Aletbod of Testing: air li Well Intake Opening Type: 400- 420 F120 E] Open End x Open Hole ❑ screened Start feet Stopped — feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonite granules Volume: 2 bus Depth: Start 0 feet Stopped ? feet Pump: Intake Depth — feet Pump size _hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: chlorine ralllets Comments: Well produced .75 gpm after original production. Well was hydrofaced which brought production up to 3.2 gpm. This is aremake of the original well log. Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 08/15/2014 21:30 907-345-0202 ALPINE MILLING PAGE 01/01 Development Services Department Building Safety Division On -Site Water & Wastewater Programs* d 4700 Elmore koad z ;: P,O, Box 196650 Mark Begioh Anchorage, AK 99507 5 A c Y r Mey9r www.muni.or@(onsite (407) 343,7904 Pump Installation Log Well Drilling Permit Number: SW 14 1132 Date of Issue: 5-29-14 Parcel Identification Number: 01744163000 Legal Description Property Owner Name & Address: Vickery Loi iA John Hagmeier Company 2204 Cleveland Avenue #201 Anchorage, Alaska 99517 Pump Installation Date: 1Y73f2014 Pump Intake Depth Below Top of Well Casing: 493 feet Pump Manufacturer's Name: Gowas Pump Model: 6G515 Pump Sire 1.5 hp Pitless Adapter Burial Depth: NIA feet Pitless Adapter Manufacturer's Name: wA Pitless Adapter Installer: NIA Well Disinfected Upon Completion? L, 'iter O Ne Method of Disinfection. Comments: Pump lustaller Name: Aaaow Pump & WeIiseeyiw, LLC P.O. Box 110496 Anchorage, AK 995110496 Please save for your engineer. 'This is needed for your COSA. Attention: The pump installer shall provide a pump installation log to the DSU within 30 days of pump installation. 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: OSP141132 Tax Code Number: 01744163000 Work Type: WellSeptic Initial Permit Effective Dates: May 29, 2014 to May 29, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: VICKERY Site Legal Address: VICKERY LT 1A G:2838 Owner/Address: HAGMEIER JOHN C & JUDITH A DBA JOHN HAGMEIER COMPANY 2204 CLEVELAND AVENUE #201 ANCHORAGE AK 995173011 Site Mailing Address: 6040 HUFFMAN RD, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 49775 Total Bedrooms: 6 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. Received By: /�-g/10l Date: t2� MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 01-)- 4'Al- 'e 3 Property owner(s) John Hagmeier Mailing address 2204 Cleveland Ave Site address NHN Huffman Road Suite Legal description (Sub'd., Block & Lot) Vickery S/D Lot 1A _ Day phone 248-6789 AK 99517 Legal description (Township, Range & Section) Lot Size 48,775 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: (M all that apply) Absorption Field E] APPLICATION IS AN: Initial Septic Tank El Upgrade Holding Tank ❑ Renewal Privy ❑ Private Well 0 Water Storage ❑ 0 TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings S AW1A!! pB'T`f AI and/or D) MAYIV2�3 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. (Signature of property owner or authorized agent) Permit/Rush Fees: (A - 2A5 Date of Payment: 571,Z -5/i Receipt Number: 65-14 1 Permit No. 0$e JH ((3 2 - Pe"it App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. x❑ 1 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(aDoaneneak.com May 28, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Vickery S/D, Lot 1A Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve proposed six bedroom (6) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a 2000g Septic tank. The surrounding developed lots are served by private wells. There are no wells on surrounding lots within 100 feet of this system. 1. Soils. One test hole was performed by Pannone Engineering Services in October of 2013, and groundwater was monitored for seven days. Ground water was not observed in the test hole after the seven day monitoring period. 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. 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 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 slopes from the north to the south at approximately 1% in the area of the proposed drain field. There are no steep slopes in the vicinity of the drain field. 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. Mailing: P.Q. 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, 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 _ .-'ESERVEDRAINFIELD HUFFMAN ROAD BASED ON CAT -111 AVVWTS 871) 45 1 )(5'EDx3'W, ,(P) DRAINFIELD ---- -- -- 2 EA, 45LFx5'EDx3W, 87D ..... 28.1 ....... LOT UNDEVELOP$D PROPOSED SEPTIC W WELLS OR SEI�TICS AREA. ON THIS LOT 3; I�Ni III III - TH-4 ----------------197.9 61. TO WELL /INSTALL F.S. TANK (PY WELL P ,B00/9�kEPTIC NSTALL,DC I Z-1 - 6BRHCit( 7-(P)-_::� Ij m I,--,/- ------- . ..... 1A X I /THS 1 TH-:E ,LOT UNDItELOPED I TH-3 NOOR SEPTICS ' 0 N.' T WELL LOT UNDEVELOPED \. (P) NO WELLS OR SEPTICS i ON THIS., LOT �/ SEPTIC AREA J HOUSE (E), NOTES: PAMONE ENG SVC, LLCDate Or-. A�... 5/28/2014 FOR CONSTRUCTION PHONE P.O. BOX 100217 ANCHORAGE, AK 99510 (907) 272-8218 FAX (907) 272-8211Scale • • TH .... . . .. ....... ... .. .teve R.. Pa*n'n'o*.n*e,, p'•. CE 8149 3 VICKERY, LOTS 1A E. HUFFMAN ROAD JOHN HAGMEIER 2204 CLEVELAND AVE #201 ANCHORAGE, AK 99517 P.I.D. NO 017-441-51 PERMIT NO. Ospxxxxxx PLAN sheet 1 OF 4 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 THE ATTACHED SPECIFICATION. 3. SCOPE OF WORK: INSTALL NEW 2000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS NOT ENCOUNTERED AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY, FILTER FABRIC 4' 0 DRAIN PIPE TH_4 DRAIN ROCK 6;RHb0E-PIE INV SW ROCK ML/ SM �-10.0 RESERVE SYSTEM SIMILAR 70 ONE TRENCH ONLY. 8.0 NO GROUND WATER GM MONITORED ON 10/17/13 16 w w o _ F F m FILTER FABRIC m Qo� z z wo 'oma 4"0 DRAIN PIPE �o S6 � 61 z z z DRAIN ROCK z 0 u 0 o � � o V6" ABOVE PIPE INV o� 2000g SEPTIC TANK LEGEND W WATERLINE/ WELL RADIUS SS NEW SEPTIC DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 2000g SEPTIC PERC RATE = 1 MPI SOIL RATING: 1.0 GPD/SF AREA RQD: 900SF SYS. TYPE: DEEP TRENCH 5'ED MIN LENGTH: 90 LF USE: 2EA 45LFx3'Wx5'EDx8.O'TD TOTAL AREA: 900 SF F.iT".T".TkoTayff.ivffo►Q 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 BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: .��\ PANNONE ENG SVC LLC Date "�OF AG,q `l 5/28/2014 FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ig�p �yf' Scale jit:49T�� ,tl� NTS VICKERY, LOT 1A ""' "' "' P.I.D. NO E. HUFFMAN ROAD "S•te've'n 'R. anno017-441-51 ne PERMIT NO. JOHN HAGMEIER I�' CE 8149 ... OSPI4XXXX 2204 CLEVELAND AVE #201 acs DESIGN DETAILS ANCHORAGE, AK 99517 �'i` �``==`�' Sheet eOF 4 4" JIM CAP 4" PUMP—OUT SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION ADVANTEX DESIGN 2 EACH. ADVANTEX AX20 POD\ 24" PASSIVE INSULATED AUXILIARY AIR RISER, PUMP VENT BASIN —GALLON —GALLON 64'AN 3000 TAN 3000 DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 3000g SEPTIC PERC RATE = 1 MPI SOIL RATING: 5.0 GPD/SF AREA ROD: 900SF SYS. TYPE: DEEP TRENCH 5'ED MIN LENGTH: 18 LF USE: 45LFx3'Wx5'EDx8.0'TD TOTAL AREA: 450 SF NOTES: PAMONE ENG SVC, LLA.—�`pF At l Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 r (� • qs+<<� 5/za/zola PHONE (907) 272-8218 FAX (907) 272-8211 TM �Y 00, ScaNTs VICKERY, LOT 1A P.I.D. NO E. HUFFMAN ROAD / on -441-51 JOHN HAGMEIER teveCE 894o�nnone% PERMIT NO. ' F"•• ,�- / OSP14XXXX 2204 CLEVELAND AVE #201 �) `r •. err SITE SECTION ANCHORAGE, AK 99517 il`1Dy70S�p�p Sheet 3 OF 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE SOILS LOG - PERCOLATION TEST SLOPE ORGANICS LOAMY SILTY SAND SAND X TI SILT WITH SOME SAND SILTY GRAVEL DATE PERFORMED: 1014/13 WAS GROUND WATER ENCOUNTERED? N IF YES. AT WHAT DEPTH? -DRY' DEPTH TO WATER AFTER MONITORING? -DRY DATE: 10/17/2013 I THi 1 F TH-3 SLOPE TH X READING DATE CLOCK WATERTIME NETTIME LEVEL NETDROP READING 1 10/4/13 4:00 -- 5.50 — 2 4:02 2 MIN 11.50 -DRY 6.00 3 4 5 6 PEROLATION RATE <1 (min/inch) PERC HOLE DIAMETER 6 Inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by John Hagmeier Homes, LLC. Pere hole was presoaked. Last 3 readings recorded. PERFORMED BY: Steven R. Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES:PANNONE ENG SVC, LLC r - of Vt Date � ' o/,a/zo,s P.O. BOX 100217 ANCHORAGE, AK 99510 ��P'' q.•�� j scale PHONE (907) 272-8218 FAX (907) 272-8211 Gj.•' 9 �� NTS / W: VICKERY, LOT 1A '- P.I.D. NO E. HUFFMAN ROAD "Ste'ven'R. Pannone' MIT 51 PERMIT N0. JOHN HAGMEIER tjP . CE 5149 r OSPxxxxxX 2204 CLEVELAND AVE #201 ff��s sheet SOILS LOG ANCHORAGE, AK 99517 (lo.ssto 4 OF 4 PLAT NO. 2014-23 VICKERY SUBDIVISION LOT 1 A 49,775 S.F. GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 I GRI SW2838 I D 12/30/20141 F.B.I JOB NO. 14-06 VS1A BUILDING DETAIL SCALE: 1"=20' CCWC. DECK 1 HEREBY CERTIFY THAT 1 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 1 11 =409 HUFFMAN 0 M S 89°56'28"E ROAD 164.84' 10' T. & E. ESMT. i- - I I - - - - - - - - - - - - - I I . , I ' I iV I SEPPC SYSTEM M I I FENCE (APX) I GRAWL DR. c '? I w 26.6• M W W Li �ILpij W I 30.8' n ,:I o �I g Z I I z I I KK I I I I WELL I I I I I- - - - - - - - - - - - - - - - - - I 10' T. & E. ESMT. GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 I GRI SW2838 I D 12/30/20141 F.B.I JOB NO. 14-06 VS1A BUILDING DETAIL SCALE: 1"=20' CCWC. DECK 1 HEREBY CERTIFY THAT 1 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 1 11 =409 °f f i • �� Municipality of Anchorages On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 017-441- 3 Expiration Date: 1. GENERAL INFORMATION Complete legal description Vickery, Lot 1A Location (site address) 6040 Huffman Rd. Current Property owner(s) John Hagmeler Mailing address Real Estate Agent Day phone 2204 Cleveland Ave. #201 Anchorage, AK 99517 2. TYPE OF DWELLING: Fx1 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual El Individual Water Storage ❑ Holding Tank ❑ Community Glass Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: �«*/V w Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 6" t 315 6b = BYI•� Date of Payment Receipt Number 6 (,n COSA# D`�Ci� l bot Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. 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 Date 1/7/2015 a 6. DSD SIGNATURE System #1 Approved for bedrooms�Y" Siever V,*Pani System #2 Approved for bedrooms �¢�c�' • CE -8149 Disapproved �$OFE551 Conditional approval for bedrooms, with the following stipulations: T�-1�� r` RC_sU //c, 3 �f 3- By: i G Original Certificate Date: I — a VS— The ni ipal ty of nchorage 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. - ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet f ., . If more than 1 septic system is on the lot: CASA Checklist.# iof Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description A. WELL DATA Vickery, Lot 1A Well type Private If A, B, or C provide PWSID # Date completed 9/23/2014 Sanitary seal (Y/N) Y Total depth 496 ft. Cased to 166 ft. FROM WELL LOG Date of test 9/23/2014 Static water level 175 Well production 3.2 ft. 9_13 M. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate R2fng/L Arsenic ug/L Date of sample r C1 - / B. SEPTICIHOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 2,000 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Date of pumping New Depression over tank (Y/N) N Pumper Parcel ID: 017-441-83 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 18+ in. AT INSPECTION New New New ft. Collected by: Cam avie_ F, Date installed 11/12/2014 Cleanouts (Y/N) Y High water alarm (Y/N) N C. ABSORPTION FIELD DATA Date installed 11113/2014 Soil rating (g.p.d./ftz or ftz/bdrm) 1 GPD/SF System type Deep Trench Length 90 ft. Width 3 ft. Gravel below pipe 5 ft. Total depth 8 ft. Eff. absorption area 900 ftz Monitoring tube Y Depression over field N Date of adequacy test New Results (Pass/Fail) PASS For 6 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 >= 900+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date _ D. LIFT STATION Date installed "Pump on" level at in Datum E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons _ "Pump off" level at Cycles tested 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) _ in. High water alarm level at Meets alarm & circuit requirements? On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 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: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION l certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone Date 1/7/2015 COSA brown sheet 10-10-12.doc Absorption field 5+ Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 110+ in. Municipality of Anchorage Community Development Department Development Services Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # 151002 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot IA of Vickery subdivision. This inspection revealed a nitrate concentration of 5.82 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. SGS Ref.# 1150098001 Client Name Pannone Eng. Stv. Project Name/W Vickery, Lot 1 Client Sample ID Vickery, Lot 1 A4atrix Drinking Water Sample Remarks: Nitrate was analyzed by Analytica of Anchorage, AK. Printed Date/Time Collected Date/Time Received Daterrime Technical Director 01/15/2015 14:08 01/09/2015 14:15 01/09/2015 14:32 Stephen C. Ede Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 UG/L EP200.8 Microbiology Laboratory E. Coti Negative 1 100mL SM21 9223B Total Coliform Negative I 100mL SM21 9223E C (<10) 01/12/15 01/14/15 ACE A 01/09/15 MEV A 01/09/15 MEV