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HomeMy WebLinkAboutHARMANY RANCH - EAGLET AERIE LT 6Onsite File Harmany Ranch - Eaglet Aerie Lot 6 #050-381-86 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 System Permit Permit Number: OSP221109 Work Type: Well Initial Tax Code Number: 05038186000 Site Legal Address: HARMANY RANCH -EAGLET AERIE LT 6 G:0260 Site Mailing Address: 8125 HARMANY RANCH RD, Eagle River Owner: SPINELL HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: en Not Sir r Department 5/3/2022 5/3/2023 75029 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q 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 Received By: Issued By: Date: Date: 2 R u5H MUNICIPALITY OF ArjvxHORAGE Development Services Department �.f` P�z Y Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-381-86 Property owner(s) Spinell Homes Mailing address Site address 8125 Harmany Ranch Rd Day phone Legal description (Sub'd., Block & Lot) Harmany Ranch Eaglet Aerie L6 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial [] Single Family (SF) 0 Septic Tank ❑ Upgrade ❑ (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy El Multiple Multiple Dwellings ❑ and/or D) Private Well ❑ Water Storage THIS APPLICATION INCLUDES A 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: $160 -+-,0`j6 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. OSP 22 1 I O9 Waiver No. GADevelopment Services\Building Safety\On Site Water and WastewaterTormsXClient Forms\Permit Application.doc 4" Custom Plastics #104T Handway [4" Dia. Fill/Inspection Port] 6"11-1/2"11"13-1/2"11-1/4"11-1/4"11-1/4"7-1/2" Norwesco #60405 2" Bulkhead Fitting Norwesco # 60548 2" Close Nipple Norwesco #62200 2" Cap Bottom Top Side End 83-1/4" 29-1/2" 48"±1%±1% ±1% Norwesco #63683 Heavy Duty 2" Bulkhead Fitting, Norwesco #62198 2"x1-1/2" Bushing, Norwesco #60335 2" Siphon © Dwn by: dmg Not to Scale Page 1 of 1 Dwg No. 100351 March 17, 2010 These drawings represent a proprietary design of Greer Tank & Welding and may not be used for source design or procurement purposes by other than Greer Tank & Welding GREER TANK & WELDING PEWW500 500 Gallon Water Wagon Tank PEWW500 GENERAL NOTES: 1. Tank shall be rotationally molded from 160 lbs of DOW DPDA-3220 HDPE. 2. Fittings shall be PVC bulkhead fittings with foam rubber gaskets. 3. Tank shall be light blue in color. 1 1/1/2013 Changed Formosa Formolene LLDPE to DOW DPDA-3220 HDPE. UL Underwriters Laboratories Inc.o CERTIFICATE OF COMPLIANCE Issued to: Report Reference: This is to Certify that representative samples of. CERTIFICATE NUMBER: 190203-MH28718 ISSUE DATE: Greer Tank & Welding 3140 Lakeview Drive Fairbanks, AK 99701 26022003-MH28718 19 February 2003 Water Storage Tanks (100 - 3000 Gallons) Northbrook, Illinois •(847) 272-8800 Melville, New York •(631) 271-6200 Santa Clara, California • (408) 985-2400 Research Triangle Park, North Carolina • (919) 549-1400 Camas, Washington- (360) 817-5500 Page 1 of 1 Have been investigated by Underwriters Laboratories Inc.© in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: ANSI/NSF Standard 61, Drinking Water System Components - Health Effects Additional Information: Category: Barrier Materials Maximum Product Surface Area/Water Volume Product Maximum Use Temperature, °C Application, cm 2/ Water Storage Tanks 23 Ex Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification and Follow -Up Service. The UL Classification nlnrlcing includes: U1. in a circle symbol: at with the word "CLASSIFIED" (as shown); a control number (maybe alphanumeric) assigned by Ul.; a statement to indicate the extent of U . s evaluation of the product; and, the product category name (product identity) as indicated in the appropriate UL Directon. Engineer: Katherine J. Nawara Underwriters Laboratories Inc. Review Engineer: Richard Winton Underwriters Laboratories Inc. ^. n 44- prrfit organization dedicated to public safety and ccmmdfed tc auaiity, service Municipality of Anrhnrana On -Site Water and Wastewater Section a (907) 34 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211072 PID Number: 050-38186 Dwelling: -1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name Spinell Homes ABSORPTION FIELD ❑ Deep Trench ❑® Wide Trench El Bed ❑ Mound Site Address 8125 Harmany Ranch road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 2.0 GPD/SF 0.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +0.5 Ft. Gravel depth beneath pipe 0.5 Subdivision Block Lot Harmany Ranch - Eaglet Aerie 6 Ft. Fill added above original grade Gravel length Township Range Section 4.0+ Ft, 60 Ft. Gravel width 5 Beds: Number of Lines n/a Distance between lines SEPARATION DISTANCES Ft. n/a Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 300 Ft2 2 6.5 Ft, Well 100'+ 100'+ 100+ 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 9 Other Manufacturer Capacity Surface Water 50+* 50+* 50+* ADVANTEX/ Anchorage Tank 1500 Gal. Material Number of compartments Lot Line 51+ 10'+ 10+ NA HDPE 2 Foundation 10'+ 101+ 10+ LIFT STATION Manufacturer Capacity Remarks * 50'+ along the path of overflow per 15.65 Orenco 250 Gal. Alarm location House Electrical installed by Solid Ground Installer PIPE MATERIAL House to tank 3034 Tank to3034 drainfield Pomraining Construction Drainfield 3034 co/MT3034 Inspector PES BENCH MARK (Assumed elevation) 100.0 ft Inspect'ones: i5' 11/8/21 11 /9/21 Location and description 2„d 3`d 11/11/21 a" Top of foundation Ott ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date � OF. Al,,k LI. TH � • � �� J Steven •�_ Ponrnone _�� Septic Syste Approved �% Date Z c . CE 8149 �sl���� Note: this approval d not include well permit requirements. 1, VJIV4/ I V; 3-7904 Page 1 of 4 WATER LIME WELL RADIUS m NEW SEPTI ABBREVIATIONS_7 TH TEST HOLE 7 (P) PROPOSED (E) EXISTING WELL NEW N,,, CO CLEAN OUT NO. TRUE NORTH SCALE 1"= 60' DCO DOUBLE CLEAN OUT CLASS B FC FOUNDATION CLEANOUT -S _71LARDS FS FLOW SPUTTER -z- DESIGN PARAMETERS MT MONITOR TUBE NO. -PRIMARY SEPTIC SYSTEM TYP TYPICAL NO. BEDROOM: 4(600 gpd) CLASS A TANK SIZE: 1500g ADVANTEX ETLANIDW1 AX20 POD L5 SEPTIC LOCATED ON 71 - S SW SIDE OF PROPERTY, & AUX PUMP VAULT OUTSIDE L6 WELL RADII PERC RATE: 30-60 MPI SOIL RATING: 2 GPD/SF TH-1 5 AREA ROD: 300 SF - ------- SYS. TYPE: WIDE TRENCH 05ED 1114 ANDERSON I -MIN LENGTH: 60 LF USED: (2EA)30.OLFx5.0'Wx0.5' E.D,0.0' TD WITH ±1.0' SAND [410] RESERVE DRAIN FIELD (P) TOTAL AREA: 300 SF (2EA) 30LF x 5'W x 05ED x 2.0'TD T INSTALL 1.25"0 LATERALS WITH 8"' HOLES 24" O.C. DESIGN PARAMETERS' ANDERSON INSTALL MONITOR TUBE AT EACH END RESERVE SEPTIC SYSTEM PROVIDE MIN 3' COVER OR RIGID INSULATION NO. BEDROOM: 4(600 gpd) TANK SIZE: 1500g ADVANTEX W/ AX20 POD WELL(E) NEW PRIMARY DRAIN FIELD & AUX PUMP VAULT 405 TH-15A (2EA) 30LF x 5'W x 05ED x O.O'TD PERC RATE: 30-60 MPI ANDERSON W/ 11.0' SAND SOIL RATING: 2 GPD/SF INSTALLED 1.25"0 LATERALS WITH J" HOLES AREA ROD: 300 SF 24 O.C. AND INSTALLED MONITOR TUBES SYS. TYPE: WIDE TRENCH 0.5'ED AT EACH END. PROVIDED 3' OF COVER MIN LENGTH: 60 LF AND RIGID INSULATION DECK- I (USED: N1 INSTALLED 1500g ADVANTEX TANK (2EA)30.OLFx5.0'WxO.5' E.D,2.0' TD_---- S 4 BR WITH AX20 POD AND AUX PUMP VAULT /TOTAL AREA:. 3001HJT 6 ST SFD FC\ INSTALLED FOUNDATION CLEAN OUT (N)/0 DRIVEWAY B z A T 1 ArVCN LS TH-3 x LS2 PES 2020/2021M 1 CGS C; \390 EXTENT OF FILL M �3; M2 1 M4\ 53.0 IDOFWNHILL PATH/ 15' T&E ESWF, OF POTENTIAL OVERFLOW 10T 7 WELL F:F(C A B REVISIONS 21.5 0.0 T1 19.3 40.0 LS 22.4 41.7 CS 2 21.5 37.2 M 1 25.9 22.3 M2 41.7 51.4 3 40.8 25.5 4 M EM 42.1 44.0 NOTES: PANNONE ENG SVC LLC If J. 1088) P.O. BOX 1807 PALVER, AK 99645 PHONE 907) 745-8200 FAX (907) 745-8201@'•-0 OFAl ....... eveone 8149 ....... REVISIONS DATE — 4/29/2022 RECORD DRAWING SCALE HARMONY RANCH -EAGLET AERIE L6 SPINELL HOMES INC HARMONY RANCH ROAD EAGLE RIVER, AK — P.I.D. NO — 050-381 -8 6 ACP/IRL LDRAWN PLAN I PERMIT NO.8125 OSP211072SlTE 2 OF 4 dSHEET *RIGID INSULATION q PLACED OVER FIELD u w lo 67 m NE FG:t&+.115'm z z z SW FG --, G:, ^ 0 O O QO f f cv Q O a a I- NE OG: 98.0 p 4BRNHOUSE o w t- Q v (10o J ui SW OG: 97.3 / o TOP FOUNDATION: 100.0 wv vo Hey L .� r7 w J v 99.1— NE : 98.5 GM/ SW : 97.8 SM 96.4 NE : 98.0 SM/ML SW : 97.3 93.1 DRY 11/8/2021 NOTES: PANNONE ENG SVC LLC (CJ. 1088) P.O. BOX 1807 PALER, AK 99845 PHONE 907 745-8200 EAX (907) 745-8201!��r1 .•���\\\� = �FALgs%k REVISIONS DATE 2�17�2022 RECORD DRAWING SCAEE r HARMONY RANCH—EAGLET AERIE L6 SPINELL HOMES INC 8125 HAREAGLE NY ROAD �""" .. ' "' "/ "Steven' !$:' annome /�+t+�1�CE P.I.D. NO 050-381-86 DRAWN ACP OP2N�072 SITE PLAN RIVER, RIVER,N AK �a�,.���� `�\\\so`�` SHEET 5 3 OF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE 3 OR IORGANICS GM/( SILTY GRAVEL SM AND SAND WITH SILT SM/MLI SILTY SAND AND SILT BOH DATE PERFORMED: 2/7/2020 .............._____-_. _. SOILS LOG — PERCOLATION TEST SLOPE � \ / �51; I 1 � DECK r 6 X DRIVEWAY _t TH-3�- PES 2020/2021 WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? DRY DATE: 11/8/2021 I r PLAN ANDERSON k i \ JA- CD READING CLOCK DATE TIME NET TIME WATER LEVEL READING NET DROP 1 11/8/21 10:00 -- 2.17 -- 2 10:30 30 MIN 2.88 0.71 3 10:30 1 -- 2.17 -- 4 11:00 30 MIN 2.84 0.67 5 11:00 -- 2.17 -- 6 11:30 30 MIN 2.82 0.65 PEROLATION RATE 46 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 1 FT AND 2 FT COMMENTS: Test hole excavated by POMRANING EXCAVATION. PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: Rte+ ATT y P ®NE ENG SVCLLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .�..�� ��l ,� �� OF A� "95��0 ®`'C!;� y�� �� ®.... .. o ... , . _ . • • . • ... .... Steven R. Pannone � f CE 8149 c�.'�0` diF��?OfESS10NP��-® �' ®QOI Dote 2/17/2022 RECORD DRAWING Scale NTS DRAWN BY: HARMANY RANCH — EAGLET AERIE, LOT 6 SPINELL HOMES INC. 8125 HARMANY RANCH ROAD EAGLE RIVER, AK 99577 DRM P.I.D. NO 50-381-86 PERMIT No. OSP211072 SOILS LOG sheet 4 OF 4 COLE ` L -o"' Uy I .� s;'3 WAT E P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Spinell Homes ADDRESS: LEGAL DESCRIPTION Harmany Ranch Eaglet Aerie Lot 6 DATE: 6-16-21 Bore Hole Data Depth From To 0 2 Casing Stickup PERMIT NUMBER: OSP211072 DATE OF ISSUE: 3-24-21 TAX IDENTIFICATION NUMBER 05038186000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 84' Casing Type: Steel Wall thickness .250 inches Diameter: 6 _ _inr.hac, flanth 7n feet Liner type Static Water Level: Flowing feet Recovery Rate 1 ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ❑ open end ®open hole ❑ Screened Start feet Stripped L7] Perforations Start feet . Stopped Grout Type:. Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Drilled down to 84' pulled casing back to expose water 2 4 Overburden 4 18 Tight Silty Sand &Gravel 18 69 Clay & Gravel 69 84 Tight Silt & Sand w/ Some Gravel & Clay bearing zone to 70'. 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. OWNER OF LAND: Spinell Homes ADDRESS: LEGAL DESCRIPTION Harmany Ranch Eaglet Aerie Lot 6 DATE: 5-7-21 PERMIT NUMBER: OSP211072 DATE OF ISSUE: 3-24-21 TAX IDENTIFICATION NUMBER 05038186000 Is well located at approved permit location: ®Yes F]No Method of Drilling: ®air rotary FIcable tool Depth of Well: 124' Casing Type: Steel Wall thickness .250 inches __..._-----Diameter: 6 inches, depth-_ . 124- feet Liner type Static- Water Level: Flowing feet Recovery Rate 10 ❑ gpm ® gph Method of Testing Air Well Intake Opening -Type: M open end Flopen hole Screened Start feet Stopped ® Perforations Start 82 feet Stopped 84 Grout Type: Bentonite Volume:. 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes Ono Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From hTo 0 2 Casing Stickup 2 4 Overburden 4 12 Silty Sand & Gravel 12 46 Silty Sand & Gravel w/ Clay 46 59 Hardpan 59 80 80 85 Silt & Clay w/ Gravel Silt w/ Small Gravel & Sand 85 86 Clay g6 90 Silt w/ Small Gravel 90 120 Hardpan 120 124 Clay & Gravel 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. v w fie! I w � •c 0 w O r 0, W Z L,~ zoWoozz a o t-Zz-I U) V �LU �p U H w � D._ W- o8 io0 j-!RZ o CC o /j O rx � w z Z m� O 0 .. wo���'Ir z,`'�,�'a. oW c16 � o U h to0 N N C) J a°i N J toj O Z = d �/ _Z CD z �t N >"� C1�i0 (ON _ •- {� tai O a. p ZZV ( t m N tSn� �L C.7 li Wockenfuss, Deborah M. From: Whitfield, David R. Sent: Monday, April 25, 2022 3:45 PM To: Wockenfuss, Deborah M. Subject: Eaglet Aerie Sub, Lot 6 Follow Up Flag: Follow up Flag Status: Flagged Deb, Please remove the comment regarding the wetland setback on this property. I've reviewed AMC 21.07.02013 and am comfortable with allowing the well. Thank you. Planning. Depai tment MUNICIPALITY OF ANCE- OPAGE Dave Whtcfeold Manager Et Platting Officer g Planning Department Current PlanninS Division Email: david.whitfield@anchorageak.gov Phone: (907) 343-8329 4700 Elmore Road, Anchorage, AK 99507 www.muni.org/planning Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211072, Rebecca Carroll, 03/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211072, Rebecca Carroll, 03/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211072, Rebecca Carroll, 03/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211072, Rebecca Carroll, 03/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211072, Rebecca Carroll, 03/24/21 MUNICIPALITY OF ANCHORAGE 400011.1 IVi•4_ DEVELOPMENT SERVICES DEPARTMENT ••••\p• •Ult•• /•1s 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 49th .,..4_ • '*. i\ SOILS LOG - PERCOLATION TEST ht1L-.ALte_12,-.,1.4 • '.MICHAEL E. ANDERSON t No CE-4381 : LEGAL DESCRIPTION: LOT 6, HARMONY RANCH SUBDIVISION ���✓Te;••., J PERFORMED FOR: JERRY HARMAN •.4�DPROF:... 0-.. DATE: 10/15/13 PROJECT No.: -oltim mook- PARCELID#: TECHNICIAN: A. HARALA Professional Engineers Stamp: DEPTH TEST HOLE 15 (feet) OB/OG SLOPE SITE PLAN 1 2 —o d 4 3 0 SILTY GRAVEL 4 c WITH SAND GM/SM 5 _ p L O SEE SITE PLAN k o t 6 GRAY/BROWN i a 7 0 4 8 0 9 BOH @9' 10 WAS GROUND WATER ENCOUNTERED? YES IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: 6.5' 2% 11 DATE OF MONITORING: 10/25/13 12 GROSS TIME NET TIME DEPTH To NET DROP 13— DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 10/15 1 3:46 7.12 16 2 4:16 30 11.19 4.06" 3 4:17 7.19 17 4 4:47 30 11.88 4.69" 18 5 4:48 7.12 19 6 5:18 30 11.75 4.63" 20 PERCOLATION RATE: 6.5 (MIN/INCH) PERC.HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 5 FT. and 5.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 2/8/14 MUNICIPALITY OF ANCHORAGE .4,00��rr>,ii1• DEVELOPMENT SERVICES DEPARTMENT •��P.. 5, .. 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 �, I : 49th i ' 0 SOILS LOG - PERCOLATION TEST $) ` C,c.Lt .Z }}}}},,�� • .,,,�;MICHAEL E. ANDERSON• 'it LEGAL DESCRIPTION: LOT 6, HARMONY RANCH SUBDIVISION �•: NO. CE-4381 ti�v: PERFORMED FOR: JERRY HARMAN ♦fit , SSI�1��•••• DATE: 9/1/2017 PROJECT No.: -rrrw•.�� PARCEL ID#: TECHNICIAN: J. M I LLETTE Professional Engineers Stamp: DEPTH TEST HOLE 15A (feel) 1 OB/OG SLOPE SITE PLAN 2 ° •4 4 3 v SILTY GRAVEL 4 . e WITH SAND 5 GM/SM SEE SITE PLAN v .� o° i 6 GRAY/BROWN e 7 8 : • a _ BOH @ 8' 9 WAS GROUND WATER ENCOUNTERED? YES 1 O IF YES(d WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: 7' 2% 1 J DATE OF MONITORING: 10/15!17 12 GROSS TIME NET TIME DEPTH TO NET DROP 13 DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 9/1 1 7:48 0.00" 16 2 8:18 30 2.25" 2.25" 3 8:19 0.00" 17 4 8:49 30 2.13" 2.13" 18 5 8:50 0.00" 19 6 9:20 30 2.13" 2.13" 20 PERCOLATION RATE: 14•1(MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 1 FT. and 2 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST HOLE FOR PERK TEST ONLY. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 9/12/17 G� BGG hone. 907-343-7904 Development Services De artment' / On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 050-381-86 1 Certificate of On -Site Systems Approval Expiration Date: GENERAL INFORMATION Complete legal description Harmany Ranch Eaglet Aerie L6 man Location (site address) 8125 Harmany y Ranch Rd Current property owner(s) Spinel) Homes Mailing address Real estate agent Day phone Day phone 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Private Septic ❑ Water Storage © Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $_�g�� Waiver Fee $ Date of Payment y �27�22 Date of Payment Receipt Number_ 0'3-6C 6S Receipt Number COSA # Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E., F. ASCE 6. DSD SIGNATURE V System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Phone (907) 745-8200 Date Conditional approval for L,1 bedrooms, with the following stipulations: Olive�c_,•�crnc7muer G7J �7e or,�-��rf16na� ata�� 71�'!es By:. &_ el Original Certificate Date: The Municipality of Anchevelopment 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 X Well Flow Advisory Other COSA Checklist blue sheet Legal Description: Harmany Ranch Eaglet Aerie L6 Parcel ID: 050-381-86 If more than 1 septic system on lot: COSA Checklist # 1 of Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 611612021 Total depth 84 ft Cased to 70 ft On Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 24" in. Date of flow test for COSA new Static water level at beginning of test flowing ft. Comments artesian well, plug installed B. TANK DATA Age of tank(s)"'l92' years Tank type/material Ad,° ,,0"°A Measured operating fluid level in septic tank new ❑ Standpipes/foundation cleanout per record drawing Date of pumping new D. ABSORPTION FIELD DATA Wide Trench Which system tested (date installed) 1111121 ❑ ALL standpipes present per record drawing Total measured depth from grade 4 ft (max) Mepjured depth to pipe invert from grade ft (min) N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective M Well production at time of test n1 gpm Water storage tank volum mons Well disinfected for coliform test? ❑ Yes No Coliform bacteria is Negative Nitrate mg/L ] Nitrate less than MRL (ND) Arsenic O. ug/L ❑ Arsenic less than MRL (ND) Collected by PES Date of Sample 4/22/22 C. LIFT STATION ❑ Required maintenance completed Age of lift station 0 years Lift station material-HERETf`�' ' c Comments: Adequacy test date new Results [ Pass For 4 bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min ❑ Code -required soil cover over field Final fluid depth in El System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) _ date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' 0 Yes if No ft Community Sewer Manhole/Cleanout > 100' Water Main > 10' ❑✓ Yes if No ft 7 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft Absorption Field on Lot > 100' F/� Yes if No ft Holding Tank > 100' FV� Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' El Yes if No ft ❑✓ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Yes if No ft Surface Water > 100' RYes if No 62) ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' Yes if No ft Private Wells > 100' 0✓ Yes if No ft Water Main > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Water Service Line > 10' Rl Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' E✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' (1✓ Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' F/� Yes if No ft Community Wells > 200' QQ Yes if No ft Surface Water > 100' R1 Yes if No ft F. ENGVI_NEER'S COMMENTS at,- 1, . tll< J�r 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. IV COSA Checklist yellow sheet Se,lAn Pannone f E 81149 �Nk;Z0 . COSA Checklist Legal Description: Harmany Ranch Eaglet Aerie L6 parcel ID: 050-381-86 If more than 9 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test 104RBh gpm Date drilled 51712021 Water storage tank volume none gallons Total depth 124 ft Well disinfected for coliform test? ❑ Yes ❑ No Cased to 124 ft v .Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ` Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic. _ ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) 24" in. Collected by PES Date of flow test for COSA new Date of Sample 4/22/22 Static water level at beginning of test flowing ft. Comments artesian well, plug installed, B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic tank ❑ Standpipes/foundation cleanout per reco rawing Date of pumping D. ABSORPTION FIELD DATA Which system tested (date installer) new/ ❑ ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, sta depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet C. LIFT STATION ❑ Requir intenance completed e of lift station years Lift station material Comments: Adequacy test date i Results ❑Pass Foy.--�~' bedrooms �Fluidd deptho.testt in added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date From Private Well onLot to: (Please enter distances if less than required orifcommunity well) Septic Tank/Lift Station onLot > 1 Community Sewer Manhole/Clea 100' Yes ifNoft es ifNoft Neighboring Tank > 100' ifNoft Private Sewer/Septic Line 5' Yes ifNoft FromSeptic/Holding Tank onLot to: (Please enter distances if less than Building Foundations >1O' F-1YesifNoM if No � 8bsortmnFka/UonLot >1OU' k3~Yey �lYes �Noft PropedyLine 5' �lYes _ ~. -- �No � r��-' numx/g/anx��uo ��/�o iyNoft NeighboringAbaorptionFie|do ' . ��Yes ' r�/� onnamm L�[Yea ifNo ft L� ifNoft — ---- __~� {�nmnnunib/ Sevver�Nain > 75' ��Yes W1anure/Anim onabaStnroge —/-� �`�/ ifNoft — �� ifNo � --- / L�Yes ifNoft FromSeptic/Holding Tank onLot to: (Please enter distances if less than Building Foundations >1O' F-1YesifNoM if No � Property Line >10' �lYes �lYes �Noft PropedyLine 5' �lYes �Noft Water Service Line> 10' Wells n Adjacent Lots: if No � Aboo�dionField >5' ��Yes ifNoft /Wen ��Yes ifNoft VVaterK0ain>1U' �lYan ifNo� nityVV*Ua>20O'�lYes ifNoft VVaharServioeLina>1O'�lYes i�No� kiyunderdhv*vvoycommentbe(ovv From Absorption Field onLot to: (Please enter distances Building Foundation >�1O' Yes if No � Property Line >10' �lYes if No Water Main 1O' Yea if No ft Water Service Line> 10' Fl Yes if No � Surface VVabar>1UO' El Yes if No ft F. ENGINEER'S COMMENTS than required) |fabsorption field ksunder driveway comment below Wells onAdjacent Lots: Private Wells >1U0' nYes ifNoft Community Wells > 200' R Yes if No ft G. ENGINEER'S CERTIFICAT ON certify that / have determ' ed through field inspections and review of Municipal records that e above systems are in conformance with MOA COSA guidelines lieffect on this date. COSA Checklist yellow sheet en Pannor;e CE 8149 Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com April 26, 2022 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, Alaska 99507 Subject: Harmany Ranch — Eaglet Earie, Lot 6 Conditional COSA Request Ladies and Gentlemen: I am writing to request a conditional COSA be issued for this property to accommodate its sale in the near future. The lot has two wells, one that serves the house, and a second well for agricultural purposes. The agricultural well will have a pump installed, but the installation can not happen before the closing date of the house on Monday 5/02. The pump will be installed as soon as a well driller is available to do so. All documentation for the primary well serving the house has been supplied as required for the primary well. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 1807, Palmer, Air 99645 TelePhone: (907) 745-8200 FAX: (907) 745-8201 Arsenic Advisory Certificate of On -Site Systems Approval # OSC221164 Subdivision: Harmany Ranch Eaglet Aerie, Block: , Lot: 6 A water sample -revealed an arsenic concentration of 67.9 micrograms per miter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/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. information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. ;- Mailing Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www mum org RESIDENTIAL NMLS #167729 100 Calais Drive Anchorage, Alaska 99503-4049 (907) 222-8800 phone (907) 222-8801 fax 1-888-357-2707 toll free www.resid entialmtg.com 05/02/2022 RE: Lucas and Jessica Mefford Purchase/Spinell Homes 8125 Harmany Ranch Road, Eagle River, AK 99577 To Whom it May Concern: I am writing to confirm we will hold in escrow at the time of closing the following amounts for the 2"d well on this property. We will not release the funds until we have written permission from the municipality and/or a full (non -conditional) COSA. i $1800 to Sullivan Water Wells (provide and install pump) ® $600 to Pomraning Excavation (trench for well wire) $500 to Fuch's Electric (wire pump) a $150 for Water sample test ® $1525 (50% contingency) Total being held: $4,575 Please, do not hesitate to reach out if I can be of further assistance. Sincerely, Caitlin Jonas Loan Officer 907-646-8706 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE ANIS THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 2 L Day of of 20 Z, by and between �� 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 (A W WTS), described as located at (legal description). 2. (Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. 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 COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations Installation and Removal of Additional E ui ment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance, and 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 rnunicpati and the, manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor, installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwvaiver. 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: rrf Cho s ,�, 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. Severabilitv. 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: BYl�--�...._... (signature)Date: G (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this t day of_A,9fq. 20 T2, by ._ ,-�U Lamy-1--- f f. -r 4 —___ / CA—A NO UBLIC FOR ALASKA My Commission expires: MUNICIPAL iTy: By: (signature) (print name) ' OFFICIAL SEAL LEZLIEADNOLD NOTARY PUBM STATE OF "M * COM Wes Dwft 14,2M Date: Z Title: