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Home My WebLink AboutRAPTORS KNOLL LT 6Raptors Knoll Lot 6 #017-101-63 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151304 PID Number: 017-101-63 ❑✓ New ❑ Upgrade Spinell Homes Inc ress 14092 Raptors Knoll Cir. 5 - DESCRIPTION Block Knoll Range 10 From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Well 127.1 150.8 100+ 100+ 85.3 Surface Water 200+ 200+ N/A __N/A Lot Line 28.3 21.9 N/A N/A NA Foundation 46.3 66.1 NIA N/A Curtain Drain 50+ 50+ NIA N/A Remarks BSORPTION FIELD 0 Deep Trench ❑ Shallow Trench ❑ Sed ❑ Mound ❑ Other it Rating Total depth from original grade - 1.2 GPD/SF 13 Ft pth to pipe invert from original grade - Gravel depth beneath pipe 5 Ft. 8ft. added above original grade.. Gravel length _ 2.4 Ft. 40 Ft. ivel width Beds: Number of Lines Distance between lines 2.5 Ft. N/A N/A Ft. at absorption area Number of trenches Dist. between trenches 640 Fr 1 N/Art T.E.P. ❑ Anchorage Tank I 1,500Gal- Material Number of compartments Steel 2 LIFT STATION on level at I IPump off level at IHigh water alarm at make and model by 'I PIPE MATERIAL House to tank IdI IIIIU Installer 3034 drainfield 3034 Pomraining Excavation Drainfield 3034 Co/MT 3034 inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspection a Location and description - dates: f 2/5/2016 2 2/5/2016 T4 2/5/2016 a'". - First Floor Finish Floor COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Approval: Approved tvv,,-��'--'f InencM'rnn Denny 1_1_19 Ann Date Date,gI () - I (..M FIE 1 \ k5\ II �� RESERVE DRAIN FIELD (P) BASED ON CAT 3 SYSTEM MIN 7.91-F x 2.5'W x 8.0'ED x 13.0'TD� Ipi +25% SEPTIC AREA (P) BY OTHERS (NIC) - - RESERVE DRAIN FIEL -35LF x_2.5'W x 8.0'ED x 11 NEW DRAIN FIELD 40LF x 25W x 8.0'ED x 13.0 TD C2 TH-1' / (PES) NEW 1500g SEP M N DC \s f5% SLOPE & DRAINAGE - Mt ct Qi�COEASEMENT-\ - T2 Tl T -11 (ANDERSON 2013) +5% - O� op -T10' UNDERGROUND R.O.W. \\ _eA skAC V C /\ •h LO NEW 5 HOUSE TH-12 / (ANDERSON 2013 WELL (E) 60X10 RETENTION BASIN \ " SEE NOTE `y WELL (E) 3 " NOTE: ya/ RETENTION BASIN IS REQUIRED BY PLAT. THE BASIN WILL BE NO MORE THAN 2 FEET. DEEP. THIS LOT IS TYPIFIED BY DRY - 'Z WOODLAND VEGETATION, WITH SOIL THAT _ PERCOLATES FASTER THAN 5 MINUTES PER % INCH. IT IS NOT LIKELY THAT THIS RETENTION BASIN WILL EVER CONTAIN WATER. - PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 TH TEST HOLE LF LINEAR FEET SF -SQUARE FEET BR BEDROOM (P) PROPOSED - (E) EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO TYP TYPICAL M1 NOTES: RECORD DRAWING DRAWN BY: NJC PLAN RAPTOR'S KNOLL, LOT 6 RAPTOR PROPERTIES LLC RAPTOR'S KNOLL CIRCLE ANCHORAGE, AK 99516 C D WELL WE48.4 .58.4 F A \ 11 Date C�s�`e�+ 0/2016 S/2 1.=50' P.I.D. NO 017-101-63 ••. •Steven RPannone ,P '. CE 8749 .<4: OSP151304 Sheet 2 OF I A B FC 3.8 17.8 - T1 47.5 53.1 T2 56.4- 62.2 DC- 62.5 - 68.4 C1 67.2 76.2 M1 67.3 76.4 C2 104.2 110.6 M2 104.1 1.10.5 C D WELL WE48.4 .58.4 F A \ 11 Date C�s�`e�+ 0/2016 S/2 1.=50' P.I.D. NO 017-101-63 ••. •Steven RPannone ,P '. CE 8749 .<4: OSP151304 Sheet 2 OF I SPECIAL PROVISIONS TO SPECIFICATIONS s5 5 40.0 PRIMARY SEPTIC SYSTEM SF w m BR - m (P) Q o O o Jo z MT FILTER FABRIC F MIN LENGTH: 39.1 LF zQ a mQ TOTAL AREA: 640 SF z RESERVE SEPTIC SYSTEM w z /[�,ToDRAIN PIPE- SOIL RATING: 6.0 GPD/SF LEGEND ini SYS. TYPE: DEEP TRENCH 8.0'ED W WATER LINE/ MIN LENGTH: 7.9 LF ORAIN ROCK 6" ABOVE PIPE INV USE: - o - DEEP BURIAL 1,500g SEPTIC TANK NEW DESIGN PARAMETERS TEST HOLE 40.0 PRIMARY SEPTIC SYSTEM SF NO. BEDROOM: 5 (750 gpd) BR - TANK SIZE: 1500g (P) PERC RATE: 4.5 MPI (E) SOIL RATING: 1.2 GPD/SF CO AREA ROD: 625 SF MT SYS. TYPE: DEEP TRENCH 8.0'ED TYP MIN LENGTH: 39.1 LF - - - USED: - - 40LFx2.5'Wx8.0' E.D., 13.0' TD - TOTAL AREA: 640 SF DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE: 2,000g WITH 2 AX 20 PODS PERC RATE: 4.5 MPI SOIL RATING: 6.0 GPD/SF LEGEND AREA ROD: 125 SF SYS. TYPE: DEEP TRENCH 8.0'ED W WATER LINE/ MIN LENGTH: 7.9 LF WELL RADIUS USE: - SS NEW SEPTIC 8LF MINx2.5'Wx8.0' E.D., 13.0' TO - - TOTAL AREA: 5-.�;_ sX NOTES: PANNON Pr PANG SVC, C, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY: NJC RAPTOR'S KNOLL, LOT 6 RAPTOR PROPERTIES LLC RAPTOR'S KNOLL CIRCLE DESIGN DETAILS ANCHORAGE, AK 99516 86.9 -4.5 78.9-7 6.0 -19.0 1900 72.9 NO GROUND WATER ENCOUNTERED ABBREVIATIONS TH TEST HOLE LF - LINEAR FEET SF SQUARE FEET BR - BEDROOM (P) PROPOSED (E) EXISTING CO CLEAN-OUT NO. MT MONITOR TUBE NO. TYP TYPICAL OF AL �sl Date Z �.......q 1� � ��,• �.9++ Scale *• % NTS Steven 'f *�Pannon e• ice•. CE 8149 .•<e: OSP151304 Sheet 3 OF 08/07/2014 07:07 907-345-0202 ALPINE DRILLING PAGE 02/02 Alpine Drilling & Enterprises Well Log Permit Number. #SW 141500 Date of Issue: 11-12-14 Parcel Identification Number: 01710155000 Date Started: 11-17-14 Date Completed: 11-18-14 Is well located at approved permit location? a ices ❑ No Legal Description: Timber Trail Lot 6 Property Owner Name & Address: Raptor Properties LLC 5725 Yukon Charlie Loop Anchorage, AK 99502 Method of Drilling x air rotary ❑ cable tool Borehole Data: Depth (ft) Soil Type, Tbiekness & Water Strata From To Casing type:steel .— Stick up Gravelly silt 0 2 2 12 Wall Thiclmess:.250 inches Diameter: 6 inches Depth: 204 feet Liner Type: Gravelly cobbly silt 12 40 Diameter: _ inches Depth: — feet sandy silt 40 59 Casing stickup above ground: 2 feet cobbly silty gravel silt gravelly cobbly silt 59 66 77 66 17 160 Static water level (from ground level): 145 feet Pumping level:feet after 2 hours pumping 15+ gpm Recovery Rate: 15+ gpm cobbly gravel 160 165 Method of Testing: Atli sandy silt 165 171 well Intake Opening Type: gravelly silt silty water sand &gravel 171 199 199 204 x Open End ❑ Open Hole ❑ Screened Start _ feet Stopped— feet perforations Start feet Stopped—feet Grout Type: bentonite eranules Volume: 2 bes D S feet Sto ed ? et Pump- Intake Depth _ feet WATER QUALITY TESTING pump size _ hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No cworm - pteq Coillooff L Method of Disinfection: chlorine tablets Nitrates I.3 o Arsenic: _ N a mgII- ug& Comments: s Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 'tom v BILL 8. COLEDOC CO dba O - ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.sullivanwaterwells.eern Pump Installation Loj Well Drilling Permit Number: SW OSP151304 Date of Issue 9-1&15 Parcel Identification Number: 01710163000 Legal Description Raptors Knoll Lot 6 Pump Installation Date: 2-24-16 Pump Intake Depth Below Top of Well Casing: 190 Pump manufacturer's Name: Grundfos Pump Model: 10SQE15-330 Pump Size: 1.5 Pitless Adapter Burial Depth: 10 Pitless Adapter installer: Pomraning Excavation Disinfected Upon Completion? ® yes Q no Method of Disinfection: Chlorine So PPM - Comments: Pitless Manufacturer: Martinson Pump Installers Name: Sullivan Water Wells Property Owner Name & Address Spineli Homes 1900 W. Northern Lights Blvd #200 Anchorage, AK 99517 feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Permit Number: Tax Code Number: 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 OSP151304 01710163000 Work Type: Septic Initial Permit Effective Dates: September 16, 2015 to September 15, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RAPTORS KNOLL Site Legal Address: RAPTORS KNOLL LT 6 G:3037 Owner/Address: RAPTOR PROPERTIES LLC 5725 YUKON CHARLIE LOOP ANCHORAGE AK 995020000 Site Mailing Address: Lot Size in Sq Ft: 51421 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy 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 ,s ae„ledd _and heated to prevent freezing. Special Provisions: 1. Prior to Inspection Report approval, the Pump Install Log and water samples are to be submitted for review. 2. A MOA Encroachment Permit is required for the well located in the Slope and Drainage Easement prior to Inspection Report approval. 3. A letter of non -objection from Chugach Electric Association for the well in the 10' easement required prior to Inspection Report approval. Received Issued By 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 PERK 1T APPLICATION Parcel I.D. 017-101-63 Property owner(s) Raptor Properties LLC Day phone Mailing address 5725 Yukon Charlie Loop, Anchorage, AK 99502 Site address Raptors Knoll Circle Legal description (Sub'd., Block & Lot) Raptor's Knoll, Lot 6 Legal description (Township, Range & Section) Lot Size 51,421 Sq. Ft. Number of Bedrooms 5 Waiver Fees: APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: Receipt Number: (M all that apply) Waiver No. Absorption Field ❑x Initial ❑X Single Family (SF) 1z (w/wo ADU) Septic Tank ❑x Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Permit App_-'-:. :'-.Ic; Permit/Rush Fees: Waiver Fees: Date of Payment: /5 Date of Payment: Receipt Number: Receipt Number: Permit No. 015plo Waiver No. Permit App_-'-:. :'-.Ic; Pannone Engineering Services, LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve0panengak.com August 31, 2015 Subject: Raptor's Knoll, Lot 6 Septic System Upgrade Permit Request Design. Narrative This is a design narrative for a permit to install a septic system to be issued for this property. The proposed systems will serve an proposed five bedroom (5) bedroom house. Currently the lot is undeveloped. This lot is served by a private well that was installed before the subdivision was completed. The surrounding developed lots are served by private wells. There are no wells within 100' of the proposed septic system. 1. Soils. Two test holes were performed on this lot by Michael E. Anderson in February of 2013, and groundwater was monitored for at least seven days. Ground water not was observed to a depth of 19' below the surface in the test hole monitor tube in May of 2013. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the east to the west in the area surrounding the septic system at approximately 10%. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 SEPTIC AREA (P) BY OTHERS (NIC) i\ ` RESERVE DRAIN FI I 35LF x 25W x 8.0'ED x 1 5 PRIMARY DRAIN FIELD (P) \ �M - 4OLF x 25W x 8.0'ED x 13.0'TD WITH MONITOR TUBE AND f 5% CLEAN OUT AT EACH END - - RESERVE DRAIN FIELD (P) TH-1 _ ,,M�-�M - 4OLF x 2.5'`W/ x-8.0'ED x 13.0'TD (PES) // J oNz 1y. JJJIII SLOPE & DRAINAGE EASEMENT TH- 1 1 • (ANDERSON 2013) ZZ 1500g SEPTIC TANK (P) kQ/NN I INSTALL FOUNDATION CLEAN OUT 10' UNDERGR UND R.O.W. AND DOUBLE CLEAN OUT \\ g _ vwi M +5%M 5 BR 102.4 w /l<L 05%HOUSE DRQ f N o TH-12 / (ANDERSON 2013) WELL E 60XIO RETENTION BASIN \ / SEE NOTE - g 1 < _ II �G � 7i WELL (E) �� ' w Aw ABBREVIATIONS - LF LF TEST HOLE LINEAR FEET / 1 \ SF SQUARE FEET * NOTE: BR (P) BEDROOM RETENTION BASIN IS REQUIRED BY PLAT. - PROPOSEDTHE BASIN WILL BE NO MORE THAN 2 FEET \ (E) DEEP. THIS LOT IS TYPIFIED BY DRY EXISTING - �G WOODLAND VEGETATION, WITH SOIL THAT CO CLEAN OUT NO. PERCOLATES FASTER THAN 5 MINUTES PER MT MONITOR TUBE NO. INCH. IT IS NOT LIKELY THAT THIS RETENTION TYP TYPICAL BASIN WILL EVER CONTAIN WATER. - "°TES:PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 --'`OF At\��i '�� " • " • qS 1) D01/11/16t CHANGE ORDER Scole PHONE (907) 272-8218 FAX (907) 272-8211 j * .49 *�l� �....... . .... .... P.I.D. NO RAPTOR'S KNOLL, LOT 6St ••� / 017-101-63 �° RAPTOR PROPERTIES LLC even -p Pa Pannone P CE 8149 c / RAPTOR'S KNOLL CIRCLE F •`./ �� ,r�•. . ��-r OSP151304 PLAN ANCHORAGE, AK 995160� Oi s"V` Sh1 etOF 3 SOILS LOG - PERCOLATION TEST SLOPE \ TH �I ON 2013) 12 '" TEST HOLE 1 GRAY SILTY - - WATER LEVEL READING SM GRAVEL WITH GRAYSILTY 1 SILTY SAND GM! GRAVEL WITH WAS GROUND WATER 14 SM SILTY SAND 2 2.227" IF YES, AT WHAT (FILL) 3 DEPTH? -DRY 16 -- --- a 1519 ORGANICS/ 4 2.315" OR/OL ORGANIC SILTS 1520 5 6.293" -- --- 6 1530 10.5 MIN SILTY GRAVEL 2.308" 4.540" SM WITH SILTY SAN s 7 a 9 10 SOILS LOG - PERCOLATION TEST SLOPE \ TH �I ON 2013) 12 '" - GRAY SILTY - - WATER LEVEL READING SM GRAVEL WITH 13 1457 SILTY SAND 6.293" --- WAS GROUND WATER 14 1507 ENCOUNTERED? N 15 2.227" IF YES, AT WHAT 3 1508 DEPTH? -DRY 16 -- --- a 1519 DEPTH TO WATER AFTER 17 2.315" MONITORING? -DRY 18 1520 DATE:- 12/2115 19 BOH DATE PERFORMED: 12/11/15 GO SITE PLAN \ \1 , \ TH-1 (PES)\ I 1- \ I 10 SLOPE TH X READING DATE CLOCK TIME NETTIME WATER LEVEL READING NET DROP Q(MPI) 1 11DEC15 1457 -- 6.293" --- --- 2 1507 10 MIN 8.520" 2.227" 4.490" 3 1508 --- 6.293" -- --- a 1519 10.5 MIN 8.608" 2.315" A.505" 5 1520 --- 6.293" -- --- 6 1530 10.5 MIN 8.601" 2.308" 4.540" PEROLATION RATE 4.5 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 6 FT AND 7 FT COMMENTS: Test hole excavated by POMRANING EXCVATION. Prec hole was presoaked. Test run for at least one hour. Last 3 readings reported PERFORMED BY: J.R.LAWENDOWSKI. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE `ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 �� 1\ _ of a� �� '��•' "•qS 1� %6j�p �y1� *; �I ..... .... ........ .. . .. / P teve CER. �Onno:-e� I �f. �/ �) 1�lFgFOp""'NP�� il�`,oFEsslo_�, Date 01/08/16 CHANGE ORDER Scale NTS RAPTOR'S KNOLL, LOT 2 RAPTOR PROPERTIES LLC RAPTOR'S KNOLL CIRCLE ANCHORAGE, AK 99516 P.LD. NO -101-63 PERMIT NO. OSP151304 SOILS LOG meet 2 OF 3 CO --�7 1 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON–SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65. 2. SCOPE OF WORK: INSTALL NEW 1 SOOg SEPTIC TANK, AND SOIL ABSORPTION SYSTEM. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 19 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 19 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. - - THE CONTRACTOR SHALL HAVE ANY LOT LINE ANT) WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. -- 17. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. I8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. I9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED–LINE AS–BUILT DRAWINGS TO THE ENGINEER. THE RED–LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. I10. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS–BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TITLE: DATE: DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE: 15OOg PERC RATE: 4.5 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 625 SF SYS. TYPE: DEEP TRENCH 8.0'ED MIN LENGTH: 39.1 LF USE: 40LFx2.5'Wx8.0' E.D., 13.0' TD TOTAL AREA: 640 SF LEGEND W WATER LINE/ WELL RADIUS SS — NEW SEPTIC ABBREVIATIONS TH TEST HOLE LF -LINEAR FEET SF SQUARE FEET BR BEDROOM (P) PROPOSED (E) . EXISTING CO CLEAN OUT N0. MT MONITOR TUBE NO. TYP TYPICAL NOTES: PANNONE ENG SVC, LLC -� QF. A� `k1 U011/09/16 CHANGE ORDER P.O. BOX 102954 ANCHORAGE, AK 99510 r .qS 11 PHONE (907) 272-8218 FAX (907) 272-8211 A-C� �y+� Scale NTS ...... .. . .. .. I P.I.D. NO RAPTOR'S KNOLL, LOT 6 -1a -s3 RAPTOR PROPERTIES LLC �/ Steven 'R. Pannone PERMIT N0. P.•, CE 8149 .'c�j OSP151304 RAPTOR'S KNOLL CIRCLE ci_r SOILS LOG ANCHORAGE, AK 99516 Sheet (,iIDPROFESSOFE IONA� ��3 OF 3 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 / www.ci.anchoraoe.ak.us (907) 343-7904 Soils Log - Percolation Test Performed For: Ray Hickel Date Perfc Legal Description: Timber Trail Subdivision, Lot 6 Township, Range, Section: Slope TT—F— Uepm (Feet) 1- �L 2- 3- 4- 5- 6- - 3-4- 5-6- 9- 10- 11- 9 10-11- I 1 15- 16- 17- 18- 19-' 5-16- 17-18-19- WAS GROUND WATER jI ENCOUNTERED? IF YES, AT WHAT DEPTH? L 0 Depth to Water After P Monitoring? (\€f.�c E Date: r 49?H :7` ".. •.•MICHAEI. E. A14DERSOPJ 2� c+ , ;rte•. CE -4381 :sem ��,�qF• �BlltiV ,.��• Feb Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop 1-2 2/15/2013 �Z'`0 lI�I O� ( 0 fi lR i �J.3&1 lA- `t"•(g `r 3.4 13'�o9�i�i9 u y,4�f�li.iz 3.�`�•` 5-6 .0( 7-6 9-10 iz.`SI I al PI 11-12 PERCOLATION RATE (minutes mh) PERC HOLE DIAMETER e5 " TEST RUN BETWEEN y.a FTAND�%T FT .COMMENTS Perc Cavity was presoaked PERFORMED BY: A. Harala I N!WJ a� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: f l)-1) • fY Municipality of Anchorage Development Services Department Building Safety Division y�r On -Site Water and Wastewater Program 4700 Elmore Road P.O. Bax 196550 Anchorage, AK 99507 www.ci.anchoraoe.ak.us _ (907) 343-7904 Soils Log - Percolation Test Performed For: Ray Hickel Legal Description: Timber Trail Subdivision, Lot 6 r6r CL� 10- 11- l- 11 yGr 1 15- W 16- 1MVfit 17- i4ivy 18- 19 4 jrt-4 Date Township, Range, Section: non WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? L Depth to Water After P Monitoring? Fv f4 c'e E Date: Reading Date Gross Time Net Time Depthto Water Net Drop 1-2 2/15/2013 (3:�y�{�J'''%/ IO t i 5�g.-," �3.IV' s -s 13'�I�lt3�S5" `� ✓�,b3(r3.�� Z,a�-., 7-8 it tt �e�'Ivtn %ico 9-10 9-10 11-12 1ILO 14�31 PERCOLATION RATE A, (minoteshmh) PERC HOLE DIAMETER g's TEST RUN BETWEEN 9-.'-i FT AND5;,9 FT COMMENTS Perc Cavity was presoaked PERFORMED BY: A. Harala I �iL� Z C�RTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: fv -+ 7-J y' L___. MUNICIPALITY OF ANCHORAGE Development Services Department M ; Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 017-101-63 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Complete legal description 14092 RAPTORS KNOLL CIR, ANCH AK Location (site address) Expiration Date:. JU&I RAPTORS KNOLL LT 6 Current property owner(s) SCOTT LINDSTROM Mailing address SAME Real estate agent 2. TYPE OF DWELLING: F Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well[7 Private Septic 0 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 $ J� 5� Waiver Fee $ Date of Payment `, [-2 Date of Payment Receipt Number 03127- 16 Receipt Number COSA A D AL2 I l l y'_� 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, I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm MIKE N ANDERSON, P.E. Phone 727-8864 Address 4661 NATRONA AVE ANCH AK Engineer's Printed Name MIKE N ANDERSON, P.E. Date 3-29-21 By: Original Certificate Date: y . /�6'.'7 I The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Olue sheet •, � a... t' n IRS <i ' , • �-�� O•��Y fir(' 6. DSD SIGNATURE }~ 4 �T�l ; ..:... 5 .:. ..........�r ` �. V/ System #1 Approved for bedrooms • •, • • • . ........... . ! MICHAEL N. ANDfA,`,—N 0`— System #2 Approved for bedrooms �,� : •• C>_ 946 J riA ♦ • e. Disapproved Conditional approval for bedrooms, with the following stipu{-�,�,,� lull((((((((( 'PV v ON,g1TE � =� WP�E. ,t PjER z J 0GlK cfi By: Original Certificate Date: y . /�6'.'7 I The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Olue sheet COSA Checklist Legal Description: RAPTORS KNOLL LT 6 If more than 7 septic system on lot: COSA Checklist # of A. WELL DATA H Well log is filed with Onsite (or attached) Date drilled 11/18/14 Total depth 204 ft Cased to 204 ft IN Sanitary seal is functioning correctly M Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 3/25/21 Static water level at beginning of test 145 ft. Comments B. TANK DATA Age oftank(s) 2016 years Tank type/material Measured operating fluid level in septic tank 48„ H Standpipes/foundation cleanout per record drawing Date of pumping "steel/septic, pump 3/25/21 D. ABSORPTION FIELD DATA Which system tested (date installed) 2/5/16 M ALL standpipes present per record drawing Total measured depth from grade 15.5 ft (max) Measured depth to pipe invert from grade 7.5 ft (min) ❑ N/A —pressurized field ❑� Monitor tubes go to bottom of effective. If not, state depth into effective Parcel ID: 017-101-63 Structure served by this system _ Well production at time of test 5.5+ gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes H No X Coliform bacteria is Negative Nitrate 2.2 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L N Arsenic less than MRL (ND) Collected by MNA Date of Sample 3/25/21 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date 3/25/21 Results Q✓ Pass For 5 bedrooms Fluid depth prior to test 65 in Water added 800 gal New depth 70 in Elapsed time 1440 min H Code -required soil cover over field Final fluid depth 65 in ❑ System presoaked Absorption rate 750+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced 0 gallons If yes, enter date Com ments/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' Community Sewer Manhole/Cleanout > 100' ✓❑ Yes if No _ ft Q Yes if No _ ft Neighboring Tank > 100' 0 Yes if No _ ft Private Sewer/Septic Line > 25' ❑� Yes if No _ ft Absorption Field on Lot > 100' EJ Yes if No_ ft Holding Tank > 100' El Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No ft [v Yes if No _ ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Yes f No _ ft ❑✓ Yes if No _ ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Q✓ Yes if No _ ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5' Q Yes if No _ ft Absorption Field > 5' Q Yes if No ft Water Main > 10'✓Q ✓❑ Yes if No ft Water Service Line > 10' Q Yes if No ft Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' 2✓ Yes if No _ ft ❑✓ 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' Q✓ Yes if No_ ft If absorption field is under driveway comment below Property Line > 10' Water Main > 10' Water Service Line > 10' Surface Water > 100' F. ENGINEER'S COMMENTS 0 Yes if No _ ft ✓❑ Yes if No ft ❑ Yes if No ft ✓❑ Yes if No ft G. ENGINEER'S CERTIFICATION Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' / 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. COSA Checklist yellow sheet ❑✓ Yes if No ft ❑� Yes if No ft Parcel I.D. 017-101-63 1 Municipality of Anc On -Site Water and Wastewater (907)343-7904 Certificate of On -Site Systems GENERAL INFORMATION Complete legal description Raptors Knoll, Lot 6 Location (site address) 14092 Raptors Knoll Cir. Spinell Homes Inc 01-1z1 1 01 (to I ��+s V111ift. JUL 21 2016 Expiration Date: 1 ' rlB 1 Current Property owner(s)Day phone Mailing address Real Estate Agent A 1900 W Northern Lights Blvd. 200 Anchorage, AK 99517 Day phone 2. TYPE OF DWELLING: Il Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well it Individual El Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request Received by: Date: CCSA to bp, eased to the engineer, unless otherwise requested by the engineer. _ COSA Feb' $ 6q.10 Waiver Fee $ Date of Payment '�-f aal �� Date of Payment Receipt Number C �S3J�� Receipt Number COSA # O' GJ%��n f1 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEERa 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 S' S�{s"tegfy Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is are �` " p y ( ) '1{unctio I and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information o ained 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 attem - provide a thorough, conscientious engineering analysis of the system in accord ' h MoA Co' guidelines and regulatioggsThe,.re Its describe the performance of the system under the conditions encountered a test, and separation distances srri'red"to readily identifable features. The operational life of all wells and septic systems depe" I' condition, ground water levels that may fluctuate during the year, and the water usage of the family being -served by the system. Th fy` . �.*. are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee"fu performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warran ._1, 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 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone" 6. DSD SIGNATURE _) System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Phone (907) 272-8218 Date 7/21/2016 _z �P��ALgS,�q�� *: qg 'rH * / E -819°n �� Conditional approval for bedrooms, with the following stipulations: Original Certificate Date:T-I d -i(0— The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA)-based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSA blue sheet ° :.t c Nitrate Advisory Arsenic Advisory Other If more.than 1 septic system is on the lot: COSA Checklist # + of Structure served by this system i Certificate of On -Site Systems Approval Checklist Legal Description Raptors Knoll, Lot 6 parcel ID: 017-101-63 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (Y/N) Y Date completed 11/18/2014 Sanitary seal (Y/N) Y Wires properly protected (Y/N). Y Total depth 204 ft. Cased to 204 ft. Casing height (above ground) .18} in. FROM WELL LOG AT INSPECTION Date of test 11/1812014 New Static water level 145 ft New ft Well production 15+ g.p.m. New 9 - p.m -WATER SAMPLE RESULTS: Coliform Neg eolonies1100 mL Nitrate 1.30' mg/L Arsenic ND ug/L Date of sample: 6/29/2016 Collected by: PES B. SEPTICIHOLDING TANK DATA Tank Type/Materiaf Septic/Steel Date installed 2/5/2016 Tank size 1,500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation;cleanout (YIN) Y Depression over tank (YIN) N High water alarm (YIN) N Date of pumping NeW Pumper N/A C. ABSORPTION MELD DATA 2/5/2016 z z 1.2 GPD/SF Deep Trench Date installed Soil rating (g.p.d./ft or ft /bdrm) System type Length 40 ft. Width 2.5 ft. Gravel below pipe.8 ft. Total depth 1 ��-fl. c Eff. absorption area 640 ff2 Monitoring tube Y Depression over field N Date ofadequacy4test-,_New Results(Pass/Fail) PASS For S 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 >= 750+ g;p,d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO if yes, give date 111 D. LIFT STATIQU Date installed Size in gallons_ "Pump on" level at in: "Pump off' level at _Datum Cycles tested Manhole/Access (YIN) in. High water alarm level at Meets alarm.& circuit requirements? E. SEPARAfbNDISTANCES r WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 1004- Absorption 00+Absorption field on lot 100+ On adjacent lots 100+ Public sewer main 75+ Public sewer manhole/cleanout 1004- Sewer 00+Sewer /septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main Water Service line 10+ ` = Surface water 100+ Driveway, parking/vehicle storage �} Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that i 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 Peinnone Date , 7/21/2016 COSAcanary sheet 2.6-15.doc A 2016-030446-0 S K Recording District 301 Anchorage A 07/28/2016 83:10 PM Page 1 of 4 II IMINIBIIIINIINNIIIlNINlININNIIIINNNIIIIIINIIII�I(IIIINIIIlII�! IN 1203-34A Grid 3037 EN16019 017-101-63-000 ENCROACHMENT PERMIT This permit is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein "Chugach', whose address is P. O. Box 196300, Anchorage, Alaska 99519 and Spinell Homes, Inc., (herein "Permittee"), whose address is 1900 W. Northern Lights Boulevard, Suite 200, Anchorage, Alaska 99517. I. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Described in that certain written instrument recorded on the 20 day of June 1957, at Book E2, Page 319, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, Described in that certain written instrument recorded on the 23'a day of October 2014, at Serial Number 2014-043192-0, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Easement") which pertains to the following described real property: The Easterly Ten Feet (E'ly 10') of Lot Six (6), Raptors Knoll Subdivision, according to Plat Number 2014-128, filed on the 15th day of December 2014, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska. Permittee acknowledges the validity of the Easement. Permittee wan -ants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Lot Six (6), Raptors Knoll Subdivision, according to Plat Number 2014-128, filed on the 15'i day of December 2014, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Parcel'). Encroachment Permit - Page I of 4 2. Encroachment. Permittee has constructed or purchased the following improvements on or within the real property subject to said Easement: A well that encroaches approximately Six Feet into the northern side of said Easement for a distance of approximately One Foot (1'), (herein "Encroachment"). 3. Permit Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its existing location subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in anyway from the continuation of the Encroachment. 5. No Expansion or Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit, has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach forpuiposes of the common law doctrine of adverse possession. Thispermit creates no interest in the real property subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (30) days ofwritten demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. 8. Covenants Running with the Land. The obligations of the Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interest in the land subject to the Easement and shall benefit the Easement. 9. Termination. Chugach may terminate this permit after the giving of thirty (30) days written notice of such termination if a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. Encroachment Permit - Page 2 of 4 Page2 of 4 20]6-030446-0 b. The Encroachment is damaged by any means to an extent ofmore than thirty percent (30%) of its replacement cost at the time of destruction. c. Permittee fails to make the payment described in paragraph 7, above. 10. Term. This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof. 11. Entire Agreement. This written permit constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements, oral or written, between the parties. No modifications, amendments, deletions, additions or alterations of the permit shall be effective unless in writing anc sipgd by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION, INC. 13y: 1i� M W Shelly Schmitt, S or Manager Distribution Engineering Date: 14, Andre C. Spinelli, Authorized Agent Spinell Homes, Inc. Date: 7' Z7— 1 Encroachment Permit - Page 3 of 4 Page 3 of 4 2016-030446-0 STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 27+l� day of 2016, by A,dre C'. &'ife//f' (P ME(S) OF PERSON(S) SIGNING DOCUMENT) NCT,ARY�N = ��• +� PUBLIC/ �,qJe ary P c m and for the State of Alaska 7LPF'pVP`' My Commission expires: 0/-p STATE OF ALASKA ) ) as: THIRD JUDICIAL DISTRICT ) The fore oing instrument was acknowledged before me this 2y day of ,2016,by LAA f- 5'c,4mj7j Senior Manager, Distribution Engineering of Chugach Electric Association, Inc., an Alaska corporation, on behalf of the corporation. AFTER RECORDING RETURN TO: Chugach Electric Association, Ine. P.O. Box 196300 Anchorage, Alaska 99519-6300 Attn: Land Services Department p NotaryPubli n and for the State of Alaska My commission expires: 0/-o /-2d r 8 Encroachment Permit - Page 4 of 4 Pape 4 of 4 20'16-030446-0 RAPTORS KNOLL SUBDIVISION CiHUCp/G�rI7 LOT 6 POW MIG AIASKA� RRURE MAP: 1203-34A Chugach Electric Association, Ina GRID: 3037 EN16019 PLAT NO. 2014-28 RAPTORS KNOLL SUBDIVISION LOT 6 51,421 S.F. GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.LS. 2000 E. DOWUNG RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 ' GRID SW303Y 15-05 DATE 3/11/2016 JOB NO. I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. TT 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 ,**t\MV,♦ OF"'aL sAir � o 49TH ; �t Jeffery A. Gostoldl ; LS -6091 : 1` •`� rOfeselonall'e 1 "=40' Ecklund, Timothy J From: Luis <luis@spinellhomes.com> Sent: Wednesday, August 10, 2016 2:10 PM To: Ecklund, Timothy J Subject: Fwd: Lot 6 Raptors Knoll Sent from my iPhone Begin forwarded message: From: "Kohlhase, Kent E." <KohlhaseKE@ci.anchorage.ak.us> Date: August 10, 2016 at 1:29:00 PM AKDT To:'Andre Spinelli' <andre@spinellhomes.com> Cc: Mike Anderson <andengr@gci.net>, Ray <srhickel@gci.net>, "'Jeff Gastaldi (igastaldi@Rci.net)"' <igastaldi@gci.net>, "scopepne.ron@gmail.com" <scopepne.ron@gmail.com>, Lauren Spinelli <lauren@spinellhomes.com>, "Luis Garcia" <luis@spinellhomes.com>, "Frost, Jack L." <FrostJL@ci.anchorage.ak.us>, "Snelson, John W." <SnelsonJW@ci.anchorage.ak.us>, "McGee, Lynn M." <McGeeLM@ci.anchorage.ak.us>, "Stuller, Gretchen J." <StullerGJ@ci.anchorage.ak.us> Subject: RE: Lot 6 Raptors Knoll Andre, ROW will issue the encroachment permit for this well. I don't have the permit number for the home construction, but if all permit requirements have been met, you should be able to get a CCO, if not a full CO. Please work with the permit counter to get your CCO. Let me know if you have any questions. Thanks- Kent hanks- Kent Kent Kohlhase, P. E. Project Management & Engineering Municipality of Anchorage (907) 343-8159 From: Andre Spinelli Imailto:andre@spinellhomes.coml Sent: Tuesday, August 9, 2016 4:07 PM To: Kohlhase, Kent E. <KohlhaseKE@ci.anchorage.ak.us> Cc: Mike Anderson <andengr@Rci.net>; Ray <srhickel@gci.net>;'Jeff Gastaldi (jgastaldi@gci.net)' <Igastaldi@gci.net>; scopepne.ron@Rmail.com; Lauren Spinelli <lauren@spinellhomes.com>; Luis Garcia <luis@spinellhomes.com>