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HomeMy WebLinkAboutWOODHAVEN HEIGHTS LT 1Woodhaven Heights Lot 1 #020-093-47 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201137 PID Number: 020-093-47 Dwelling: ❑N- Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New X Upgrade Name YARGER FAMILY TRUST ABSORPTION FIELD ❑ Deep Trench Q Wide Trench ❑ Bed ❑ Mound Site Address 16547 BETTY STREET *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-980-6601 3 (4 -BEDROOM DESIGN) *3 GPD/SF *SEE DWG Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade *SEE DWG Ft. Gravel depth beneath pipe 1.1 Ft. Subdivision Block Lot WOODHAVEN HEIGHTS; LOT 1 Fill added above original grade *SEE DWG Ft. Gravel length 26 Ft. Township Range Section N/A Gravel width 7 Ft. Beds: Number of Lines 2 Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 202 Ft2 - - Ft. Well 50'+ 50'+ 50'+ — 25'+ TANK ❑ Septic I] S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER TANK 1500 Gal. Surface Water 50'+ 50'+ 50'+ - Material Number of compartments Lot Line P5'+ '+ 5'+ - NA HDPE 2 Foundation0'+'+ � 0'+ LIFT STATION Manufacturer GREER Capacity 500 (2ND COMPARTMENT) Gal. Remarks OLD TANK DECOMMISSIONED PER UPC PER CONTRACTOR Alarm location REMOTE MONITORING Electrical installed by PIPE MATERIAL House to tank EXIST16 drainfield Tank to 1:7 D1785 Installer WILCO EXCAVATION Drainfield D1785 CO/MTD3034 Inspector TIM ECKLUND AND DAVID GARNESS, PE BENCH MARK (Assumed elevation) 100.64 ft Inspection 1�' 6/1/2020 6/2/2020 Location and description 2nd aro TOP OF MANHOLE 1 6/3/2026 4m 6/3/2026 1 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineers St'mp ao600O 04 OF A �Op Conditional Approval: Date o ,t o._... ,,...1 . . ........... VIP ... ..............o r y'A, Gornes Q J�If 0 l �T--�. O Septic System �_ Approved' Date 202 Q CE—•795 • 09s� i �Z.cow Note: this approval does not include well permit requirements. 4ea %DOpOs avec essio" trcev uoiuui u/ PERMIT NUMBER: PARCEL ID NUMBER: OSP201137 RECORD D RAW I N G 020-093-47 A2 75.5 87.0 VP2 78.4 89.3 PV 1 83.4 1 93.4 MTt 91,2 78.8 MT2 1 69.7 1 55.6 ° d EXISTING DRAINFIELD 10'TBEEASEMENT I + -------------------- ---- + + +I / { + z z + + '+ Iw vd d 4- A 8 + +I 4a+ + FCO 25.5 55.0 + I+ I� I w w +- MHt 36.8 52.2NEW MH2 40.9 55.7 + 1500 GALLON GREER TANK RATED FOR 10' BURIAL WITH QUANICS COMPONENTS H VP1 68.7 81.4 -I- I + \ MT T1 Al 72.0 84.2 + NEW DRAINFIELD ! A2 75.5 87.0 VP2 78.4 89.3 PV 1 83.4 1 93.4 MTt 91,2 78.8 MT2 1 69.7 1 55.6 ° d - - EXISTING DRAINFIELD I + + + + + + + +I ' { + + I+ + + '+ +I vd d 4- + + +I 4a+ + + + I+ EXISTING 3 +- + + +I EDROOM HOUSE + -I- I + \ MT T1 + + + +I + I+ . + +/ + + + + + + + +I + d MH O iH2 + I + + +I ° - 1 2 \ �P2 V + + + I+ I d d NEWATS-8 + + { AEROCELL POD - - + I • d ° DRIVEWAY .4 ° SHOP/GARAGE + + + + + + +I ' { + + I+ Q ° `�' +•d+ + +I vd d 4- + + + I+ 4a+ + + + +I .a 1 d d,• 4+- d +- +- 1+ a .d + + + + + + + + I .%I + ' / + + + -1- -t- + + + '� +I . + +/ + + + + + + + + 6®�®l®(x� tt® ®®®�� �F 1 ��• ' , „41 AV 4�gM��9 Ltd •l i ....-.. . .......... :�. o•GARNE ENGINEERING SALES CONSULTING FN{9071J7B•3245®��770fE, TUDOR ROAD. SUITE 101'AM1GYORAGE,AK99507'PHOhE(907j S37S179i® ,st L�'1 .............. '�"„•, ffi PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DEMIN YARGER 907-980-6601 2 OF 3 4d �' /fie ° A. Games = �® LEGAL DESCRIPTION: DRAWN BY: * ®��F79S3 ® �'�., 8xz' d c, WOODHAVEN HEIGHTS; LOT 1 D.J.G.•..tf„��. 4ti,® TYPE OF WORK: DATE: LICENSE �4®®RO ESS\Coo Orj. SEPTIC SYSTEM RECORD DRAWINGS 6/5/2020 #AECC884 `r 1 MUNICIPALITY OF ANCHORAGE ��\ 1 On -Site Water & Wastewater Program j PO Box 196650 4700 Elmore Road F Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://�vww.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201137 Effective Date: Work Type: Septic Upgrade Tax Code Number: 02009347000 Site Legal Address: WOODHAVEN HEIGHTS LT 1 G:3337 Site Mailing Address: 16547 BETTY ST, Anchorage Owner: YARGER FAMILY TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy Expiration Date Lot Size in Sq Ft: Total Bedrooms t»�nC mot Gro 1�! � 9k� Department 6/1/2020 6/1/2021 81327 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received B) Issued By: Date: Date: 4 Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section \\\Cfl( T.� 51 c .a �. l)cparttnent * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV201024 COSA#: Permit#:OSP201137 PID#: 020-093-47 Legal Description: Woodhaven Heights Lot 1 Engineer: Garness Engineering Group Applicant: Demin Yarger Your request for a waiver of the required 35.0 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed and existing absorption fields only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. .................. 0 U N a a W 0 N X Z 0 E ................. ■ .......... t t t. t ............ a N 1 Waiver is Granted: X Waiver is not Granted: Date: b/w/;W)U Approved by: J Name of Reviewer ............ ■ ........ t a X X 0 K U ....... t t .... t ■ ■ ■ ..... t t .. t t ......... t . ■ ■ ■ ...... 0 ■ ( **** VARIANCE/WAIVER REVIEW **** -15 P� (0(2/2020 (�� Q55`75CG A?, us P -e MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Ethan Berkowitz On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 020-093-47 Property owner(s) DEMIN YARGER Day phone 907-980-6601 Mailing address 16547 BETTY STREET `ANCHORAGE, AK 99516 Site address 16547 BETTY STREET 'ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) WOODHAVEN HEIGHTS; LOT 1 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 (4 -BEDROOM DESIGN) APPLICATION IS FOR: ( ® all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: emo Date of Payment: ✓l d -r-1 CILV 0 -- Receipt Number: ORNeit) Permit No. QJlo 124 1107 Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) COVID-l9 25% DISCOUNT /APPLIED Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201137, Rebecca Carroll, 06/01/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201137, Rebecca Carroll, 06/01/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201137, Rebecca Carroll, 06/01/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201137, Rebecca Carroll, 06/01/20 HOUSE DETAIL Scale: 2.0'x 10.3' C 2.0'x10.3' CAN Lot 2 Lot 3 3T PLAN — — — AS BUILT —2�— SCALE 1 " = -LITTLE SURVIVAL CREEK (PLATTED LOCATION) - I Long & Associafes, inc. Professional Land Surveyors )'x8,0' CANT ;ANT eA Unsubdiv ided 25' STREAM MAINTENANCE PROTECTION EASEMENTS Il GRID SW 3337 Project No. 11500 Daryl Avenue, Anchorage, Alask* (907) 522-6476 Phone I N WMI In U, k Z�4 --FO.4� 0 FUR F ken0langsurvey.com JonothanOtangsurvey.com 4w, I hereby certify that i have surveyed the following described property: LOT 1. WOODHAVEN HEIGHTS (PLAT No. 2004-118) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on sold property except as indicated hereon. Dated this the Day of ---------- at Anchorage, Alaska 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 1lot. 49TH ............... ....... KENNETH, G. [AG -5 -..LS-5202 AECC963 vy AV 7`71 r,LLI Li A ... ....: .: .•: ... ,. �,yaayam• �t'R'*� �T.', •� "fit y�1- k — .:/ :, � MAN 1 V1, Mutiiicipality of Anchorage ±•,e. '••., Development Services bepartment i Building Safety Division +. , ... Ort-Site Water and Wastewater Program, 4700 S. Bragaw SL P.O. box 196650 Anchorage, AK 99519.6650 Page of 3 www.ci.anchorage.ak.os (907) 343.7904 ON-SITE WASTEWATER bISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. - W t7 41117. PID Number. -aq a- Qs Naew—F e eon OFy! n Wastewater System: New rade Y Upgrade Addrasr 5 ,Ore P.e Zria a 03 ABSORPTION FIELD Phare: •�7 �-7— 7 0 O Numbxol BeAoo l s: q /q / O Deep Trench Whanow Trach O Bed O Maurd 0 Other. LE/GAL DESCRIPTION sov Raft. 08:3 Total Depth frau adalrol Wade: P el �t�FL f '� ' lift � f t to pipe botlan Fan Mgwt gmdq J Gravel depth bemath WPe: Ft. Tavms P: v/V () Range:�W Sadhm� Fn added above alylret Grade: ft. ` QFL U 'f♦�f— 3b Ft. Well: tKNew ❑Upgrade Gravel emmri ..J Ft. N o1on": DlstanoebeMeenlims: 1 I-5— FL Clessificagm(PiNale, A B. Cg Ii Total Depth: Cased lotTotal Al absom0on now �7 Pi�T� l: VII-T- a 07 Ft. FL ✓s Fl Driller. A. INi- 261-Loic DateD ledSltlWeereve: 1ai W:, Dale putaeed: Yleld Pump SM at: V /k aslrg Height Above Gratrd I " TANK GPM Ft. p 'Ft SI=PAkATIoN bIsTANWEs ❑ Septic ❑ Holding KS.T.E.P. ❑ Other. To Septic Ab=on Lift Holding PubarlPrhal M aahaea "-^ away. From Tank Field Station Tank sewer Line nee a N1. wen I I q T 1 Z � 9 L3 -5 Mat" .5 / _1Y ee Number of Coenparlot� 'O(1 8adawWeltt 143' 130' I qT LIFT STATION0: Loi line 031 /v'e /V17VS me taw (/Gat frG/!Oi a foundation iV� 'Pumpm IBM �OPunP off- law ak alarmLill G7�J �1/ .30Hiphwatet � Curtain Drain O NnC n F o ibr'/ Elacbkat naPactlaa pedamad b M. d,A Remarks: Pro 1 &e o be le e 13tNcN MARK 4e ( f- atlm.�De, k f CM Assumed levetlac � ... - Inspections performed by: Dates: lel nd beiieloptner 8d be{iartrttert Approval ROBERT C. COWAN "% CE•8801 Reviewed and approved b Date: / /. r PP Y-- �Zr a$pc n`...... «..•••°; 11 PERMIT No. SW020407 PAGE 2 OF 3 Municipalityof Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION PD. Box 196650 *Anchorage, Alaska 99519-6650 9 Te'l�ephones 343-4744 UY ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL PROPOSED LOT 1. WOODHAVEN HEIGHTS P.I.D. NO. 020-092-06 S2SW4NE4NW4SE4 & W2SE4NW4SE4, SEC. 3. T11N. R3W I I I 1 1 � I I i LOT 3 WELL RADIUS SA �REA I 100' IE -I ' --------------------------------------------1.__+,� 10' ELECTRIC & TELECOM EASEMENT I I I E- 4 Ey A I srrE l .1a iN/1 IL?DD.S.f;I c W I 4 zl W WI NI wl O �I �{L a T(IY w I 9L O YT NEW TRENCHES r1 '2N TIATN! YT4 �I 2� 0 CO LOT 51 T I Y W I O\J(i p NEW 2010? 70E PC.AiANK / O I L 4- --� S_- O ww IW IW C� O LOT 4;5 �m I c y F SCALE: V- 60' ' II AMP � �4�I 1 Wo ----- - / y ROBERT C. COWAN 1 CE -8801 PERMIT N0, SW020407 PAGE 3 OF 3 Municipa(it of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 * Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL FINAL GRADE 102.9' 100.0' MT3 = 99.0 )DHAVEN HEIGHTS P.LD. NO. 020— V2SE4NW4SE4, SEC. 3, T1 1 N, R3W 1 ST2 96.6' MH 88.9'z NEW 2000 GALLON S.T.E.P. SYSTEM SR 103.6' 99.4'- -FINAL GRADE ,,,2" INSULATION e DISTRIBUTION PIP: MT4 = 99.2' MTI = 94.7' At 65.7 WATER FOUND 82.7L' B.O.H. 2" INSULATION 88.7' MT2 •:: SR JR -95.7' MT2 = 94.7' N. T. S. BERT C. COWAN i C: - 8801 4 Mar 21 03 11:36a Dean Company 2777087 p.2 Municipality of Anchorage Department of Health and human Services 925 "L" Street P.O. Box 196650 Anchorege, Alaska 99519-6650 RickaYoyoMysr htipYhvww.d.anchorage.ak.us Permit Number. #SW 020407 Date of Issue: 10-11-02 Parcel Identification Number. 020.920.6 Date Started: 12-1&02 Date Completed:1 -17-02 Is well Iocated at approved permit location? ® Yes No Legal Description: T11N R3W Sec 3 S2SW4NE4NW4SE4 & W2SE4Nw45E4 Property Owner Name & Address: Alaska Showcase Homes 405 E Fireweed Lane STe. 201 Anchnrana Arae" OoAn1 Borehole Data: Soil Type, Thictmess & Water Strata stick-up Depth (ft) From To 0 2 Method of Drilling ® air rotary ❑cable tool Casing type: steel Wall Thickness: inches gravelly silt 2 17 Diameter. 6 inches Depth 46 feet silty cobbly gravel 17 26 Liner Type: gravelly silt Bedrock43 26 43 207 Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): Al feet Pumping level: 207 feet after 2 hours pumping 4 gpm Recovery Rate: 4 gpm Method of Testing: aktiR Well Intake Opening Type: ❑ Open End 0 Open Hole ❑ Screened Start feet Stoppcd feet ❑ Perforations Startfeet Stopped feet Grout Type: Bentonite 48 Volume: I be Depth: Start0 feet Stopped feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property .._.......r.. _...n a.m._ _..m _... :.�......:�..... n.. r... .r��....:, n ��_...... n...:.... _: n. :. ro ."_.._ .r .... _. _.:.. RightFax 333� 11/17/2003 6:03 PAGE 1/1 RightFax Inspection Report Municipality of Anchorage, Building Safely Division 4700 South Bragow INSPECTIONS VOICE 343.8300 INSPECTION: FAX (907)249-7777 INFO! 343-7962 Name Aad rose Legal Subdivision Comments or Directions AK SHOWCASE HOMES 16547 BETTY STREET T11N R3W SEC 3 Permit 02-1617 Phone 529-2335 Inspection Date 11/17/2003 HE SAID ELEVATOR ELECT CALL SHANE 30 MIN B-4 \ Inspection Rough Electrical Reinspection N �1 NO NONCOMPLIANCE OBSERVED ❑ CORRECTIONS ESSENTIALAS EXPLAINED BELOW ❑ WILL RE-EXAMINE AT NEXT ❑ DO NOT CONCEAL UNTIL REINSPECTION INSPECTION COMMENTS: (for inspector use only) L 20,a? �u�� slur.. ��ll��.- ���jo�c�J✓ U-6 Inspector Data •l/ 1 7— 1 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bmgaw Street P.O. Sox 196650, Anchorage, AK 99519-6650 (907) 343-7904 /1) - 30 -02 /o:a /:L ;. c ) 0 -31- 02 P 2: ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Oct 11, 2002 Expiration Date: Oct 11, 2003 Permit Number: SW020407 Parcel ID: 020-092-06 Legal Description: T1 IN R3W SEC 3 S2SW4NE4NW4SE4 & W2SE4NW4SE4 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: The Dean Company Lot Size: 272250 SQ. FT. . Owner Address: 405 E Fireweed Lane Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99503 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 (1BAAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: i Issued By: Date: 10 / j Sr/02 Municipality of Anchorage e Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 a 0 " 02X ` O 6 Permit Number SWO20¢67 Propertyowner(s) THC '044.4 COriPANy., !Nc- Day phone a-'77 —?Og0 Mailing address(1) 409— E. X03 Mailing address (2) 41v 0,140 R4 t~C, Zip Code 0)`t So 3 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot SizeD-72.0 a a ► Acre Sq.Ft. THIS APPLICATION IS FOR: SOtitti lQ5II A_ L % A) W.& SF%, Seeiiko VI ,�3t.15M1'4K y Num er of�Bedrooms Sewer Only ❑ Well Only ❑ Sewer and Well (g Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. 1 further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. S & S ENGINEERING 17034 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 (Signature of property owner or authorized agent) Permit Fees: v= Waiver Fees: Date of Payment: /0 /7 A z Date of Payment: Receipt Number: O a C }Y L1— Receipt Number: (Rev. 12100) /" October 7, 2002 ROBERTO. COWAN, RE ROBERTA.SHAFER,RE CIVILEiNGINEERS (907)694.2979 FAX(907)694.1211 LiALTHAUTHORITY MUNICIPALITY OF ANCHORAGE APPRWAM Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER&WATER WNDQEM14" REFERENCE: South 825', W%2, E'/2, NW'/4, SE%4, S.M. SEWER&WATER It is requested that you issue a permit to install a well and a septic system to serve the MISPECTM proposed four bedroom dwelling on the referenced property. Two test holes were excavated and percolation tests performed. The approximate locations ENGINEERWGSTRAIES of the test holes are located on the attached site plan. At the time of excavation 9/17/02 ANOREPORTS water was not found. After seven days of monitoring, ground water was not found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WaLOWECUM areas or drainage patterns by the installation of the proposed septic system. The &PMTEST construction of this system will not prevent any future development on any of the adjacent properties. SITEPIANS If you require additional information, please contact us. Sincerely, ROAMSM Robert C. Cowan, P.E. SOILTEST RCC/bjj Enclosure PERCWTION ' TEST STRUCTURAL& MECHANICAL ' WPECTION3 ONSRE WASTEWATER OISPOSALSYSTEM OESMdI 17034 NORTH EAGLE RIVER LOOP ! SUITE 204 • EAGLE RIVER, ALASKA 99577 L O 10 UTILITY EASEMENT DESIGN 1 SITE -PLAN I -p—"j C7 NDOO E A�```\ � I I 1, (' N 1 1 Q �mnmo.Zij M OP co 11 m F-3 _ = tv N O , n 00DUd 1 m r a C7 l l o rn rn n 0 ° 0 Ao y �. BETTY ST.� 'a= UND p�� C E�ELOPEp ___-__. ��_C -1 0." M >� v I E A�```\ � I I 1, (' N 1 1 o 0 I1 M OP co 11 m 0 no bo 1411 N O , n 00DUd DD CDNo 1 a�IVHOtl8135 l l o 0 11 C 1 DX 0 ° 0 Ao i\ �. 'a= UND p�� C E�ELOPEp 10' ELECTRIC j r-____-_ ��_C PROPOSED 4 NOUSEDM c c��o V -ma m G s Z 4DX EASEMENT C UNDEVELOPUNDEVELOPED_�) I I I I 1 I I I I of ml FI noo�C7 O�mCrJ U n o 0 M OP co 11 m c bo 1411 L c DD CDNo 0 ° 0 Ao i\ ttqtq C 71 tq :;IJ -1 0." M >� p l7 Lam, AM ,t 0 - I moo To 102i 4 xpsA 4Ky O Xs� � ago ammm O N m \z o ;A� o 0 ,t 0 - I moo To 102i 4 xpsA 4Ky O Xs� � ago ammm O N m \z o 100, DESIGN SITE -PLAN rZ fil H dei i �1RC0 AVENUE NOOO N �M� W p Om �l H .. Q 4 N , 9 fC �J t= T 01 I � � rl p p A C% H H II N L ovri;� W ba -- ------------------------ co I-- ------� a 00 _ ------ BETTY ST.uV O oO n — ---•——•-----•—.—.—.—.—.—. o o Z A \ n—L--------------'---- -----------------• :-n F. A any m JO H 'Oaz a c C✓/ 'D ` 1 "'' '°Ecce �'� rfli.• •c Kw<V1 �. vi 0 Q •1: 'IMF---------------------� t\ C • ^ , ..•;.' �^ �Y opo r1. ��'l '_'i .. .• 1..._ � a. 0 fil H W p �l H .. Q �I w , I � N L H 'Oaz a c C✓/ 'D ` 1 "'' '°Ecce �'� rfli.• •c Kw<V1 �. vi 0 Q •1: 'IMF---------------------� t\ C • ^ , ..•;.' �^ �Y opo r1. ��'l '_'i .. .• 1..._ � Municipality of Anchorage Development Services Department ' r ...t r • ;: •�:ButldmgSateryDhiiskin . '?'. , .: �, •• On-siteWateraridWastevmterPr*gram;.. , 4700SoABragawSL ?:' T ,ROBERTC P.O. Box 19665D Anchorage, AK 995196650 vrtivl.a.anchoraoe.ak.us�" �6'i�, CE-) .. I (9071343.7904 .„.. ' j ff;•�::: _ 1 ,.,.; ;;t,.: ;,:.y, , ' • . 1� FBF^ 9` Soils Lo Percolation Test Is�t��» Performed For. P 64iJ C O 0 PA,`Y y.JC'; ”' Dale Perfartiied:' Legal Description: ppoeP fgO, Loi J WOpi).gsy"Jl7STownship,Range, Section: E'71JW y : Depth (Feet) g r a C -M 18- 19- -r I(, H T WAS GROUND WATER 0 L ENCOUNTERED? �/ S SILT _ L IF YES, ATWHAT DEPTH? 0 1 a0i rotr�,✓ Depth to WaterARer h1a h04 9ring? J H E y %!6/01 Deter s/aa/oa 11' 10 1'7-10t- 13,e"/,l- MAN— mom � m®®®® 9 r.wrn'v . )V AN !/ryi;,;S2G 77 4 ,= MMMMt, MM 11MMMMMEREEN� MMrfilNEAM®® Reading Date .' Gross Time Net Time' DepthtoWater Net Drop 30 _ 611, _ (.0 30 cy1/;'4' /A," 3 1/x 11 .60 — s��y,r — 010 30 n/r i r/xn PERCOLATION RATE . q (R�etestwhl PERO HOLE DIAMETER Fj " TESTRINIBEIWEEN �@Z AND .:3 ". Fr COMMENTS - S & S ENGINEERING PERFORMED BY' o-�-.te��a I CERTIFYTHAT THIS TEST WAS PERFORMED IN�yOI�cROTIWICIPAI GUIDELINES IN EFFECT ON THIS DATE DATE: i 7 /0 2 OA(4Awr-c,3 C SOL,-/ s/wa b GAAVct, WASGROUNDWATER Municipality of Anchorage ENCOUNTERED? Development Services Department 7'lL.Ni IF YES, ATWHAT DEPTH i' Building Safety Division 0 On -Site Water and Wastewater Program hlonitonn97 t Mt�nq E / iO/A/U'J. Date: (iAt hIw/!H) 4700 South Bragaw SL 3 0 P.O. Box 196650 Anchorage. AK 99519-6650 /O •• www.d.anchoraee.ak.us (M 343.7904 , '30 Soils Log - Percolation Test Performed For. P>+,tN Cu MPRA+y/ /'%-C . DatePeric Legal Descdp0on: Pir27Por4i Loi 1 6;000N4V4� /.4-JTovmsWp,Range, Section: ,-1 f 2 SIS- o—IT'I ITI— OA(4Awr-c,3 C SOL,-/ s/wa b GAAVct, WASGROUNDWATER O ENCOUNTERED? a 7'lL.Ni IF YES, ATWHAT DEPTH i' L 0 SILT' Depth to Water After p PAY hlonitonn97 t Mt�nq E / iO/A/U'J. Date: (iAt hIw/!H) _ 13.0. !1. ROBERT C. COWAN �-1 CE -8801 JZ`° q�13�o2 SEC- 3 . 7•114V 47r�J X Reading Date Gross nate Net Time Depth to Water Net Drop PA'iJOAlC K 1Y o2- o — G !, _ 3 0 3o n,r /O •• y ., '30 (1 xx 60 304400J !O %Y,. 3Ag„ Go — ( 6" — 9 0 3D r..,✓ ,9 s/,Y,, PERCOlATIONRATE $.> (rxneslrch) PERC HOLE DIAMETER TEST RUN BETWEEN ;;L FT AND FT COMMENTS PERFORMED BY: S & S ENGINEERING 1 CERTIFY THAT THIS TEST WAS PERFORMED IN P4CxQ�EAVJT&k MICA �.IPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I 0410 Z Parcel I. D.020-093-47 Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 s T Certificate of On -Site Systems Approval Expiration Date: 1 -' I v z c) 't>_C) 1. GENERAL INFORMATION: Complete legal description WOODHAVENT HEIGHTS: LOT 1 Location (site address) 16547 BETTY STREET *ANCHORAGE, AK Current Property owner(s) Day phone Mailing address Real Estate Agent KEVIN TAYLOR Day phone 907-244-7437 2. TYPE OF DWELLING: ti ® Single Family (w/wo ADU) ❑ Duplex Y ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer. ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ ��G�y Waiver Fee $ Date of Payment ! Date of Payment Receipt Number 04 13 C)!6 Receipt.Number COSA # �c`7G��1 �3� Waiver # COVID-19 257o DISCOUNT APPLIED 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. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road Suite 101- Anchorage Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the.person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE q System #1 Approved for.',Zbedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, with the following �, It�,)l zU goQ000O�p4, F�� -1 1":��4c� � /N .........7... u..... �......... .1 ................. y A;_Gor Ass CE -7953 c�G .r •......... o f e s sio�°� C884 4 Oiv_SITE tion MATER A1VD rn �/AS7`r� I, .. IatiG�ATEF? o Original Certificate Date: Uc '-� "2C% 20 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: WOODHAVEN; LOT 1 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth 207 ft Cased to 46 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 517/2020 Static water level at beginning of test 18.6 ft. Comments B. TANK DATA Age of tank(s) NEW years Tank type/material "'Ph"PE Measured operating fluid level in septic tank NEW ❑ Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA Which system tested (date installed) NEW ❑ ALL standpipes present per record drawing Total measured depth from grade 5.1+ ft (max) Measured depth to pipe invert from grade ft (min) ❑ NIA — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced N/A gallons Comments/Deficiencies: OLD TRENCH WAS NOT EVALUATED Parcel ID: 020-093-47 Structure served by this system Well production at time of test 3.3+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG Date of Sample 5f712020 C. LIFT STATION ❑ Required maintenance completed Age of lift station NEW years Lift station material HDPE Comments: Adequacy test date N/A Results ❑✓ Pass For bedrooms Fluid depth prior to test - in Water added - gal New depth - in Elapsed time - min Final fluid depth - in Absorption rate 450+ gpd Any rejuvenation treatment (past 12 months) If yes, enter date - NIA COSA Checklist yellow sheet /1A 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' � Yes 50 Community Sewer Manhole/Cleanout > 100' r7 Yes if No ft M Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No 50'+ ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' F. ENGINEER'S COMMENTS Animal Containment > 50' ❑✓ Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' MV Yes if No ft ❑✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 121 Yes if No ft Surface Water > 100' ❑ Yes if No 50'+ ft Property Line > 5 � Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' ❑ Yes if No 50'+ ft Water Main > 10' ❑✓ Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' 121 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' ❑✓ 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'✓❑ Yes if No ft Private Wells > 100' ❑ Yes if No 50'+ ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' ❑7 Yes if No ft Surface Water > 100' ❑ Yes if No 50'+ ft F. ENGINEER'S COMMENTS THIS IS A CAT 11 QUANICS AWWTS G. ENGINEER'S CERTIFICATION l 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. COSA Checklist yellow sheet #AECC884 VJ HOUSE DETAIL Scale: I" = 20' 2.0'x 10.3' a) .of 6 GA rri Lot 5 \J 2.0'.16.3* CA �44' PUBLIC USE EASEMENT 30- ROAD & GAS EASEMENT Lot 3 CANT 01 �-- - -1 10' T& -E EASEMENT PIPES LWNHOLE-1/- 73.7' GARAGE 514'\ Lot 1, 89'46'30"4 330.29' "-'.nsubd1v1ded 1.867 Acres 138.8' 25' STREAM MAINTENANCE Lot 3 �-LITTLE Tract A 0 10' T&E EASEMENT Lot 4 ASPHALT I I p ASPHALT PIPES LWNHOLE-1/- 73.7' GARAGE 514'\ 89'46'30"4 330.29' "-'.nsubd1v1ded Lot 2 25' STREAM MAINTENANCE Lot 3 �-LITTLE PROTECTION TON EASEMENTS SURVIVAL CREEK (PLATTED LOCATION) PLOT PLAN AS BUILT X- SCALE GRID - SW 3337_ Project No. 0-224 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Long & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax Professional Land Surveyors ken0langsu"oy.com OF A jonafhonOlongsurvey.com I hereby certify that I have surveyed the following described property: LOT 1, WOODHAVEN (PLAT No. 2004 HEIGHTS -118) 49TH •-Y. Anchorage Recording District, Alaska, and that the Improvements situated thereon are........... [) .. . ........... within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible ......... ........ "...V KEN H G. LANG easements on said property except as Indicated hereon. S' L -5202..-" Dated this the Day of _11 at Anchorage, Alaska ppOR0 V��- oNo 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 plot. AECC963 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATIV•11EENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT' made and entered into as of this .EtJV Day of 3\JNS of 20 20, by and between JAS r� �t\1� -herein the "OWNER,' and the Municipality of Anchorage, herein the "\ZUNICIPALITZ"'; in accordance with Anchorage Municipal Code (AMC) 15.65.365. .In consideration of the mutual covenants contained herein, the parties to this Agreement agt•ee as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS)., described as tr001`1'-� t-'� tom'- �1 , Pt -FSO. A&9-9 c,61 -L located at (legal description) 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Tlv-oughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactor-v condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance; adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). l...) agrees that only maintenance and repair personnel approved by the Municipality or the manufacturers representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. NOwner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drain -field replacement. (rev. 05/18/2018) Page 1 of 3 N_ Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. �i a Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing t7uidelines for the construction; maintenance and repair of the Owner's AWWTS. Owner aarees to maintain remote monitorin, of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions; nor in any way affect the validity of the Agreement or any part hereof-, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall. be void. 6. Jurisdiction: Choice of Law. Any civil action arising from thus Agreement shall be brought hi 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent .jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: (signature) i 6'16— (print name) STATE OF ALASKA THIRD JUDICIAL DISTRICT Theoregoing 20, by sS. before me this NOT�RY PU"P7C FOR AL Ara lmy Commission expires: ,6 , o � MUNICIPALITY: .:=B3 , l vo.. ( (signature) Date- A 4•.'4 vii Fa_aa&aoa:.3paCa1"i„�✓}¢+�.:� h tl 'o oYa� v �e F!`j maa a°ocaaa°Uo a-'-i'� •:�a� day of Date: (,C� — (l — z 0ZC) (print name) Title: (rev. 05/18/2018) Page 3 of 3 Municipality of Anchorage Development Services Department s Building Safety Division ' On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-09347 COSA # OSCIa I lSz( Expiration Date:/ 1. GENERAL INFORMATION Complete legal description WOODHAVEN HEIGHTS LOT 1 Location (site address) 16547 BETTY STREET, ANCHORAGE, AK 99516 Current Property owner(s) ROBERT & TERESA JOHNSON Day phone Mailing address 16547 BETTY STREET, ANCHORAGE, AK 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site Individual Water Storage ❑ Individual Holding Tank Community Class Well ❑ Community On-site [] Public Water System ❑ Public Sewer The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verity 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. Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3792 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer'sPrinted Name KENNETH M. DUFFUS Date 5/14/2012 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or futureow. occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist. 5. DSD SIGNATURE _j`/ Approved for __L� bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date: �R�.iiros�, r G Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water and Wastewater Program s ^ E 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: WOODHAVEN HEIGHTS LOT 1 Parcel ID: 020-093-47 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID # Well Log (Y/N) Y Date completed 12117/2002 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 207 ft. Cased to 46 ft. FROM WELL LOG Date of test 12/17/02 Static water level 41 ft. Well production 4 9.p -m. WATER SAMPLE RESULTS: Casing height (above ground) 24 in. AT INSPECTION 5/1/2012 Coliform NEG colonies/100mL Nitrate ND mg/L Arsenic: LS mg/I Date of sample: 5/1/2012 Collected by: ArcTerra B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 10 30 2002 Tank size 2000 gal. ft. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YM) Y Depression over tank (y/N) N High water alarm (Y/N) Y Date of pumping 511L2012 Pumper Northland C. ABSORPTION FIELD DATA Date installed 10/30/2002 Soil rating (g.p.d./ftz or fe/bdrm) 0_S System type Trench Length 138 ft. Width 5 ft. Gravel below pipe 1 ft. Total depth 3.8/4. ft. (Measured 5/1/12) Eff. absorption area 793 fl? Monitoring tube Y Date of adequacy test 5/1/2012 Depression over field N Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0/6 in. Water added 630 gal. New depth 2.4/6 in. Elapsed Time: 25 min. Final fluid depth 0 6 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) N If yes, give date -_ D. LIFT STATION Date installed 10/30/2002 Size in gallons 2000 "Pump on" level at 40 in. Datum Tank Bottom E. SEPARATION DISTANCES "Pump off" level at 30 in. Cycles tested 2 SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1001+ Absorption field on lot io0'+ Public sewer main Sewer/septic service line 251+ Manhole/Access (Y/N) Y High water alarm level at 44 in. Meets alarm & circuit requirements? Y On adjacent lots On adjacent lots ioo'+ Public sewer manhole/cleanout 100'+ Holding tank 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas 10(y+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 51+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water l00'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 1d+ Water Service line 10'+ Surface water 100'+ Driveway, Parking/vehicle storage 1(_+ Curtain drain 501+ (None Known) F. COMMENTS G. ENGINEER'S CERTIFICATION / certify that f 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 KENNETHM. DUFFUs Date 5/14/2012 COSA Fee $490.00 Date of Payment_ 07IL a Receipt Number G Gs�t ti (Rev. Ii/05) Wells on adjacent lots 100'+ Waiver Fee $ Date of Payment Receipt Number na°°e CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT, , , F W PLOT PLAN ♦r,i++ .. I AwMy mel I �,» wryarlY M M la.n mG CMV W 1•Irnu. mE aM I .♦P�E Asan , 4 . �� Ar♦ ' •f W W {� . - ... -' AN FOUNDATION AS -BUILT Nc asmcr k- n.ram m r r WvI m mN let era tlra a ue ••,,• ..:. ••. .... M^M K/,I Q N STRUCTURE AS 121—S ;•♦j DNAL -BUILT ae IT ellllM9 g19Atlf �J Lry_ „••••••„•♦t �I�� 7 �olession0% L�♦•♦ S ADNG 2ETP tl F1 W O U ¢ m 0 MA2010 gleyal ml I W ;4j S89' 59'29'W 330.50' i 1D'T&E ESMT il. n --1—i----------- I 1 I f I I I I --- ---------------------- I I I I iI it 1 I 1 I I 1 I I I j { I � I1ousE ,. CO's I w o j i I IW I `d c, o w 1 I I 143.1 A_.. m a Z M.H. I �- M j I I I l I I n c 1 I W 1: : f I : .: ...::: 510 oAw,oE WELL .......... I I � 2 UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE UNES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY, LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT WR4EY SURVEY TYPE SYMBOLS ❑ FOUNDAMIN AS -&ALT � SET REBAR 09'" ° ASPHALT El FINAL STRUCTURE As-eu0.r DRAINAGE O FOUND REBAR 8 9 9 WOOD FENCE ":.: CONCRETE ❑ PLOT PLAN ... O COINLT ... LOT SWCM ... TOPO(Y WIL DD 1 ASSUMED ELEV. ®._AS -BIALY ..-_ N_0_COFdiENS Ski ❑_ RESERTFlCATKM AS -BUILT ... NO WMIQtS SET -X"-It—)E METAL FENCE ® WOOD DECK IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT, SURVEY CERTIFICATION PLOT PLAN ♦r,i++ .. I AwMy mel I �,» wryarlY M M la.n mG CMV W 1•Irnu. mE aM I .♦P�E neM mma w r4+yMMe d a a. wy mrn•n 4 . Mwn iMqm mC ro IM !M b my Ar♦ ' •f NreelMw as aewllw. a amn.len• neM eewr m.Merr w. Era car«L {� . - ... -' AN FOUNDATION AS -BUILT ••A•• •••••• ••� •• n.ram m r r WvI m mN let era tlra a ue ••,,• ..:. ••. .... M^M : ROBE . JOHNS,•••• ••j�•'•4 STRUCTURE AS 121—S ;•♦j DNAL -BUILT ae .e. yw"wlI Lq.IVEMmI•ueCIaIM.mtvyd •uwI �J w, li wAv.mevDwV.l eIaw a n . „••••••„•♦t �I�� s•rM.ae wa "."°""°".,.,......,.'.'"°'.. �olession0% L�♦•♦ ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS. SIDEWALKS, DRIVEWAYS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED, ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. Prepared by Robert E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 Brink Drim ANCHORAGE. ALASKA 99504 Scale: 111 60, Rec. Lot S.F. Rec. Plat File No. Date saTYeye°: 4/26/12 Drawn by REJ Checked bYJ MK Date Drown: 4/27/12 Ord: W.O. 3337 12-103 LOT 1 WOODHAVEN HEIGHTS