HomeMy WebLinkAboutNORTH WOODS UNIT 3 BLK 12 LT 4Northwoods #3 Lot 4 Block 12 #051-732-13 Municipality of Anchorage Page 1 of 3 DEPARTMENT OF HEALTH 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 Permit Number: SW000423 PID Number: 051-732-13 Name: CINDY RODASKY Wastewater System: ❑ New ■ Upgrade Address: 22927 GREEN GARDEN DRIVE CHUGIAK, AK 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-1383 4 ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Sall Rating: 0.6 Total Depth from original grode: 9.5 — 10.0 GPD/Sq. Ft. a Lot: Block: Subdivision: Depth to pipe bottom from original grade: G-val depth beneath pipe: 4 12 NORTHWOODS #3 1.34 — 1.84 Ft. 8.16 a, Township: Range: Section: Fill added above original grade: Grovel length: — — — 1.0 — 1.5 Ft. 63 Ft. WELL: ❑ New El Upgrade Grovel width: 2.5 Number of lines: 1 Dietanca be linea: — F< M Classification (Private, AB,C): Total Depth: sed To: Total absorption area: Pipe material: \ Ft Ft. 1028 So. Pt ASTM D -3034/F-810 Milan Data DAA: StaSa Water Level: I Installer. GREEN GENERAL Data installed: 10/16-17/00 PL Yeld: I Pump Set Al: Cooing Height Above Ground: TANK DPM Ft. SEPARATION DISTANCES ■ Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer. ANCHORAGE TANK Capacity in gallons: 1250 From Tank Field Station Tank Sewer linea Well 200'+ 200'+ — — 25'+ Motedal. STEEL Number of compartment: 2 Surface Water 100+ 100'+ — — — LIFT STATION Lot 5'+ 10'+ — — — Size in gallons: M Manufacturer. Line 5'+ 10'+ 'Pump on' level at: 'Pump off High water alarm at: Foundation — — — Curtain IPump Maka feij; Electrical Inepecaone performed by: Drain NONE KNOWN Remarks: BENCH MARK Location and Deecripb'on: BACK DOOR THRESHOLD Assumed eevation: 108.01 pt ENGINEER'S S 000boo 04 OF 000 �F- <�s�o0 AWWC, INC. '. Inspections performed by: Dates: list 10/16/2000 • .. ......• ...,`..*,�. V 2nd 10/17/2000 D QOA..•...nes5: 0�9, ' E-7953 Department of Health and Human Services approval , m p �o Reviewed and approved by: Date: /4 %Z �'O �4p"dP • s • a�F �� rofessioo 0 72-013 Rev. 9/91) MM 25 [SW000423 AS -BUILT DRAWING PARCEL05511732-13 1 OLD THIS UPGRADE IS DESIGNED FOR A FOUR SITE BEDROOM HOUSE. NEW DRAINFIELD EXISTING DRAINFIELD USED AS A RESERVE SITE NEW 1250 GALLON SEPTIC TANK For FG lbJO"p INSTALLED FLOW DBL2 DIVERTER (FD) DNL1 a' b . NOTE: EXISTING SEPTIC TANK WAS COMPLETELY ABANDONED E 00 GPO �lttAff' ' DRAWN BY: Yvl• •• ••, 'y ALASKA WATER & WASTEWATER C.J.G. SSV CONSULTANTS, INC SCALE:' Q * 4 :.a ..... ................ 6901 DEBARR ROAD, SUITE 2B - ANCHORAGE, AK 99504 - PHONE (907)337-6179 - FAX (90])338-3246 1 = 3D : PREPARED FOR: PHONE NUMBER: CINDY RODASKY (907) 694-1383 LEGAL DESCRIPTION: NORTHWOODS S/D #3; LOT 4, BLOCK 12, TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 2 OF 3 u0 "e r ess; QQ @ 7953 k,,' nwe�_ •• cP�� PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW000423 051-732-13 iINN. ueAnE - 10639-106,77 511itIN5U-AiI0N IR� ISg�forOF Ai Vf - � 5� ' �--� Af OUll r 02,56 IM7EKf OF PM - Ai NUrf - 102,03 MC41 N- GPADE- - 96,40-96,90 NM 1250 6& ON 5�M fANK DOfTOM OF ffa NCYI - 66,90(AVG.) `-if,NERf OF f1lBJl AiODfLEi- 10198 — FINN. CvpAt7E 5GUffA5f END - 97,59 NOR(FEA5i ENG - 96.46 SOIIIIN'151 END Gf 1i�Ngi WA5IW5U Atv - IM/ERr Or PIPE 95.06 (AVG.) DATE: F 10/20/2000 ` �� ♦� DRAWN BY: ALASKA WATER & WASTLA NVA'r R SCALE: C.J.G. ­­­­ ..... CONSULTANTS, INC.-- -X11,-1 6901 OEBARR ROAD, SUITE 213 • ANCHORAGE, AK 99504 • PHONE (907)337-6179 • FAX (907)3383246 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CINDY RODASKY (907) 694-1383 1 3 OF 3 LEGAL DESCRIPTION: NORTHWOODS S/D #3; LOT 4, BLOCK 12, TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ..... ................. A. Garness; —7953 `AG Lrw MUNICIPALITY OF ANCHORAGE Department of Health and Human Services ❑/l /� I ^ � On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 05, 2000 Expiration Date: Oct 05, 2001 Permit Number: SW000423 Parcel ID: 051-732-13 Legal Description: NORTH WOODS UNIT III BLK 12 LT 4 Design Engineer: 0041 AK Water & Wastewater Consulta Site Address: 022927 GREEN GARDEN DR Owner Name: CINDY RODASKY Lot Size: 27000 SQ. FT. Owner Address: 22927 GREENGARDEN DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 CHUGAK , AK 99567 - 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 ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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: Issued By: Date: Date: /0 -.r-00 ALASKA WATER F& WASTEWATER CONSULTANTS. INC. September 8, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Upgrade Design for Northwoods Subdivision #3; Lot 4, Block 12. To whom it may concern: ii COInmufllTl{ The existing 3 bedroom house is currently served by a mate we l and septic system. The septic system is in a state of failure and in need of an upgrade. One test hole was excavated on the northern half of the property. The proposed septic system will be designed within this 30 foot radius. The homeowner requests we design a system for a four bedroom house. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 0.6 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 15 minutes/inch b. Allowable Application Rate: 0.6 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1000 ft2 f Total Depth: 10 feet (max.) g. Effective Depth: 8 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 63 feet long k. Effective absorption area = 1008 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: The proposed septic area is generally flat; in short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179. Thank you for your assistance. E., M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com LOT 17, BLOCK 1 J /! NORTHWOODS S/D / J! J !! LOT 16, BLOCK 1 NORTHWOODS S/D l l LOT 15, BLOCK 1 NORTHWOODS S/D / It ALTERNATE ! ! NORTHWOOD$ S/D #3 / !! LOT 3, BK 12, 1 / PROPOSED SEPTIC / UPGRADE. SEE DESIGN / PAGE 2 OF 2 FOR ! DETAILS. ! NORTHWOODS S/D #3 LOT 2, 12, �T NORTHWOODS S/D #3 LOT 1, BK 12, I ALL PROPERTIES SHOWN ARE SERVED BY A PUBLIC WATER SYSTEM z< NORTHWOODS S/D LOT 7, BK 12, NORTHWOODS S/D #3 LOT 6, BK 12, NORTHWOODS S/D #3 LOT 5, BK 12, . EXISTING SEPTIC / / X / / NORTHWOODS S/D #3 / LOT 4. BK 14, ------------- / / NORTHWOODS S/D #3 NORTHWOODS S/D #3 r LOT 6, BK 14, LOT 5, BK 14, I ALASKA WATER & WASTEWATER CONSULTANTS, INC 9/8/2000 C.J.G. PREPARED FOR PHONE NUMBER: IPAGE NUMBER: CINDY RODASKY (907) 694-13831 1 OF 2 LEGAL DESCRIPTION: NOTHWOODS S/D #3, LOT 4, BLOCK 12, OF WORK: SITE PLAN FOR DESIGN OF SEPTIC SYSTEM UPGRADE A. bgtness: -7953 mi a .......... llwl zpro fes SIO(It I DRAINFIELD. 8 ALTERNATE SITE EXISTING DRAINFIELD TO BE USED AS A RESERVE SITE. 0 TH#l� INSTALL FLOW DIVERTER (FD) THIS UPGRADE IS DESIGNED FOR A FOUR BEDROOM HOUSE. NOTE: THE CONTRACTOR MUST HAVE THE SOUTHWESTERN PROPERTY LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR .. TO ANY CONSTRUCTION. Aze DRAWN BY: ALASKA WATER & WASTEWATER C.J.G. CONSULTANTS, INC - - = a=„ SCALE; 6901 DEBARR ROAD SUITE 28 • ANCHORAGE, AK 99504 • PHONE (907)337-6179' FAX (907)3383246 1 = 30 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CINDY RODASKY (907) 694-1383 2 OF 2 NORTHWOODS S/D #3; LOT 4, BLOCK 12, OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE OF V y Gayness;'••• CE.953 m� .... ''i oOj\oG ALASKA WATER & WASTEWATER CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: NORTHWOODS SUBDIVISION #3; LOT 4, BLOCK 12 PERFORMED FOR: CINDY RODASKY DATE PERFORMED: 9/6/2000 DEPTH ���� ORGANICS TEST HOLE 1 (feet) ����- oo°o .' o0o GW/SW 2 SOIL CLASSIFICATIONS 5 6 7 8 9 10 11 12 13 14 15 16—al 17 B.O.H. 18- 19- 20— COMMENTS: 81920COMMENTS: GM/SM/ML EBio;= GW GP _ ORG ML !%�`;'i+, 9/7/00 GM 9/14/00 CL Z' GC OL o°° o op SW SP MH CH .!;I.- 3:00 SM 6" OH SC 3:30 30 DEPTH TO GROUNDWATER DATE DRY 9/6/00 DRY 9/7/00 DRY 9/14/00 FT. AND 7.0 SITE PLAN I" - 100' NORTHWOODS S\#3 LOT 5, BK 12, TH#1+ n i v � DATE READING CLOCK TIME I NET TIME (MINUTES) WATER LEVEL I READING NET DROP (INCHES) 9/7/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING FT. AND 7.0 FT. 1 3:00 — 6" — 2 3:30 30 3 3/4" 2 1/4" 3 3:30 — 6" — 4 4:00 30 4" 2" 5 4:00 — 6" — 6 4:30 30 4" 2" PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: MUNICIPALITY OF ANCHORAGE(:D MO $ r $3 L� DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION ` 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAMEc PHON E EW cc �IcVJ .Se S �Qj �j�p ❑UPGRADE MAILING AD KESS P _ Po Boy, Owcrra. Ar- qq LEGAL DESCRIPTION Nor -t woojs 13 lot -le 1 2 Lot - LOCATION �— NO. OF EDR00 DISTANCE TO: Well Y Absorption area Dwelling 1 D PE MIT NO. 11 vaA A j1A L) cc, M /h. 1�.2,(� �} q F -Z W� Manufacturer Giree� Material No. of compartments she 7— w Liq. capacity in 6,gallons 10 IF HOMEMADE: E: Inside length Width Liquid depth Y DISTANCE TO: Well Dwelling PERMIT NO. JC)Z 0 FQ- Manufacturer Material Liquid capacity in gallons 0 -u= DISTANCE TO: Well L.�'nOrt1 1' Foundation •� y. Nearest lot line ZU PERMr1T NO. , w {'�tto��'k!!t 7 -j U. Z No. of lines Length of each line Total length of lines '16 Trench width Distance be en lines F z w 12 i2 '24 2 'L 8 i( inches F Top of tile to finish grade r Material beneath tile Total effe ' e absorption a ea O "- 5 rte- inches S O Length Width Depth PER T NO. LU (7 a F- LU Type of crib Crib diameter Crib depth Total effective absorption area LU DISTANCE TO: Well Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. J W 3: rDISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATINGI G INSTALLER S+e� c S lL� S 9S� a� Zo REMARKS 'i o 0 S+4 crs I9+io dJ +e1sJqv�j — a �/,//64" l=�7~of,"e�f''i 4 Recvc/ 1104014( IC�tO !/C. APPROVED DATE LEGAL 6 /25W Nor h-voud .l1A 11 t_. o -u is Vsev. 151Id)ff - I in C-tNY r� A 11a1 1 A /A -C Q Permit_ Applicant: Location: MUNICIPALITY OF ANCHORAGE Department�f Health and EnvironmentT�Protection 825 Street, Anchorage, AK. j9501 264-4720 4441A -40r, # # # HANDWRITTEN PERMIT A�IBAR ON-SITE SEWER PERMIT Mailing Address: Legal Description: 4U Type of Soil Absorption System Is: Trench:_ Drainfield: Maximum Number of Bedrooms: Number: Lot Size: f /SK r. l IV St.c y Seepage Bed: Holding Tank: Soil Rating(sq.ft/br) (9"0 The Required Size of the Soil Absorption System Is:' DEPTH LENGTHLS _ GRAVEL DEPTH / WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE _ GALLONS # # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. ' * # * TWO(2) INSPECTIONS ARE REQUIRED # # Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer .line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. # # # PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more tha 3 bedr o s. Signed: Issued by: Applic nt Date: SWP/024(1/81) C r ` ^� ❑ SOILS LOG 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: =��� �• �J'eA&'"S C0 It 4.2— DATE PERFORMED: rd'. egg LEGAL DESCRIPTION:~ SLOPE SI E PLAN ? (FEET) 1 Mt— 5 , �� •TPS«- 2 =�o �-�+— -r5 !gal 3- 4- 5- 6- 7 45 67 8- 91011 9- 10- 11 12- 13- 14- 15- 16- 17- is- 19 - 20 21314151617181920 COMME St �AruA •qtr t•tsa r�@��c.�-b WAS GROUND WATER S ENCOUNTERED? L O /p Or OF At * f49TH : 4 l000® oe am "e�®ee. we eA a Russell L. Ciys1.r sG"w No. 4286-E P IF YES, AT WHAT - E DEPTH? J ❑M 4* Reading Date Gross Time Net Time Depth to Water Net Drop 0 -- .7 -1/1 ._ . •30 gee 7 2 74„ "-1 3 &6 2 0 �� X4 „ -�� '40 PERCOLATION RATE ! a (minutes/inch) TEST RUN BETWEEN "� FT AND �, -,b. FT PERFORMED BY: '^^ CERTIFIED BY: 11 DATE: -4—!.3 % Certificate of On -Site Systems Approval Parcel I.D. 051-732-13 Legal description North Woods #3 Block 12 lot 4 Site address 22027 Green Gardens Dr Current property owner(s) Hawn Expiration Date: 9-21-2023 X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: By: Original Certificate Date: JD3 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory X Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE I_ Development Services Department �� Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 05173213 Complete legal description NORTH WOODS UNIT 3BLK 12 LT 4 Location (site address) 22927 GREEN GARDEN DR Current property owner(s) HAWN CATHERINE 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 242-5276 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑■ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑N Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑■ Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 22 yrs - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑■ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 5--6 Date of Payment gLa3 /aria a COSA # 13 S C a 21(l y Waiver Fee $ Date of Payment Waiver # COSA Application—June 2022 COSA Checklist Legal Description: NORTH WOODS UNIT 313LK 12 LT 4 Parcel ID: 05173213 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system _ A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Comments B. TANK DATA Measured operating fluid level in septic tank 50 Date of pumping 10/10/22 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 10/17/00 ❑ ALL standpipes present per record drawing Total measured depth from grade 12 ft (max) Measured depth to pipe invert from grade 4 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. F1111 Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 1000* gallons 9/21/22 date Any rejuvenation treatment (past 12 months) If yes, enter date Well production at time of test gpm Water storage tank volume 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 Date C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 9/21/22 Results 0 Pass Fluid depth prior to test 40 in Water added 600 gal New fluid depth 50 in Elapsed time 30 min Final fluid depth 42 in Absorption rate 600 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 97.9 in Effective depth used 42 in Effective depth remaining 55.9 in Comments/Deficiencies:* 1000 gallons introduced 9/20/22, 2000 gallons total COSA Checklist June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or it community well on lot) Septic Tank/Lift Station on Lot > 100' [E Yes if No _ ft Field to Property Line > 10* Community Sewer Manhole/Cleanout > 100' OYes if No ft 0 Yes- if No ft Neighboring Tank > 100' [] Yes ifNo_ft Private Sewer/Septic Line > 25' [] Yes if No _ ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank ?: 100' []Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50* n Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage> 100' Community Sewer Main > 75' []Yes if No ft MYes if No ft n N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' g Yes if No ft Surface Water> 100' FE] Yes if No ft Tank to Property Line > 5' [E Yes if No _ ft Field to Property Line > 10* rol Yes if No ft Water Main > 10' ]Yes if No ft Water Service Line > 10' @] Yes if No ft F. ENGINEER'S COMMENTS * Tank>5' Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' 1 7W Yes if No ft ffl Yes if No ft If tank or field is under driveway comment below G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Finn NorthRim Engineering Phone 694-7028 Engineer*s Printed Name — Steve Eng Date 9/20/22 OF stow Eng CE -.0w 2 0 r -j --r d- COSA ChecklisLJune 2022 Septic Tank Advisory Certificate of On -Site Systems Approval #OSC 221473 Subdivision: North Woods #4 Block 12 lot 4 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for this COSA / property is 22 years old. A leaking septic tank may be a source of contamination to the aquifer. Typical replacement costs range from $10,000 to $15,000 This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of a 16 -year-old septic tank in failure and should be replaced. Ma�lmg Address P O Box 196650 *Anchorage, Alaska 99519 6650 *,www muni org Municipality of Anchorage Development Services Department _ Building Safety Division On -Site Water and Wastewater Program s E„ 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FORA SINGLE FAMILY DWELLING Parcel LD. 051-732-13 COSA # o SC 1,A 1391 22�r G 1 Expiration Date: Ll 1. GENERAL INFORMATION ((}}�� Complete legal description Lot 4, Block 12, Northwoods Sulb viT i n #3 Location (site address) 22927 Green Garden Dr. , Chugiak, Alaska 99567 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Mark & Toni Nelson Day phone (907) 688-2234 22927 Green Garden Dr., Chugiak, Alaska 99567 Day phone Raney Hardman @ RE/MAX Day phone (907) 440-7257 11525 Old Glenn Hwy., Eagle River, Alaska 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 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 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 Pinard Engineering Phone (907) 357-3647 Address PO Box 87134.7 Wasilia, Alaska 99687 Engineer's Printed Name Paul E. Pinard, P. E. 5. DSD SIGNATURE ' Approved for 3 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: L3 _a -f - 12— (Rev. NNS) VA D. LIFT STATION NA Date installed "Pump on el at _ in. Datum Size in gallons "Pump off"level at _ in. Cycles tested E. SEPARATION DISTANCES \ SEPARATION DISTANCES FROM WELL Septic tankilift station on lot Absorption Feld on lot Public sewer main TO: NA Manhole/Access (YM) High water alarm level at in. Meets alarm S circuit requirements? adjacent lots On adjac is Public sewer ma Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 5 r + Absorption field 51+ Water main 101+ Water service line 10t+ Surface water 100'+ Wells on adjacent lots 200' + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Buildin foundation 10' + 1Ar�+o, „� ^ 101+ 9 Water Service line 10' + Surface water 1001+ Curtain drainNone Known Wells on adjacent lots 200 1 + F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that t 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 Paul E. Pinard, P. E. Date 8/27/12 COSA Fee $ `G `U.) Date of Payment 6/a,, Receipt Number l &dgg (Rev. 4/10) Driveway, parking/vehicle storage 10 1 + Waiver Fee $ Date of Payment Receipt Number +9TH •�i �; l�►ftai9td 798 s° •• �ti.mo••s•A ,rk Municipality of Anchorage • Development Services Department ; Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 4, Brook 12,_ Northwoods Svhd. #3 Parcel ID: 051-732-13 A. WELL DATA NA Date Total depth ft. If A, B, or C provide PWSID # _ FROM Date of test Static water level Well production WATER SAMPLE RESULTS: Sanitary seal (Y/N)_ Cased to ft. ft. 9.p -m. Coliform colonies/100 mL Nitrate mg/L Arsenic: _ ug/L date of sample: B. SEPTIC/HOLDING TANK DATA Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Collected by: ft. 9.p -m. Tank Type/Material Septic/Steel- Dateinstalled 10/16 — 17/2000 Tank size 1250 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (YIN) NA Date of pumping 8/3/12 Pumper JRs Pumping C. ABSORPTION FIELD DATA Date installed 10/16— 7/38il rating (g.p.d./ftz0.6 System type Trench Length 63 ft. Width 2.5 ft. Gravel below pipeRe.16 ft. Total depth 10 ft. Eff. absorption area ] D_2_ Monitoring tube Y Depression over Feld N Date of adequacy test 8/16/12 Results (Pass/Fail) Pass For _3 bedrooms Fluid depth in absorption field before test 61 in. Water added 600 gal. New depths in. Elapsed Time:1 385min. Final fluid depth 63 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) None Known If yes, give date rra nrmlm nom (AesAmD ONLY THOSE IMPROVEMENTS ABOVE OR OUND AND VISIBLE WILL BE CLEANOUTS. SIDEWALKS, IT IS THE RELATIVE RADE ANOIFUTLTYPOSED BUILDING CONNECTIONS AND R TOEDETERMI E ONLY. SNOW ETC.. SHOWNTINL THERPAPPR APPROXIMATE LOCATION,TIC IMPROVEMENTSG SEEN AND LN NO TONFINSHEDO OF ANYEASEMENTS, RECORDED COVENANTSUBDIVISIONS OR ICPLAT- RECORD UNL.ESSOM OT'ED. MER WISE NOTED - ALL DIS71ONS MAY TANCNT ES SOME WHICH Prepared by a arlRcr Robert E. Johns, Jr. & Assoc. •.���� PLANP.•.• •T�"�...... �j Professional Land Surveyors r eanna gleAal 1700 Brink Drive. ANCHORAGE, ALASKA 99504 m» ane n rnawae. aw amNA a se.,wa. na» a.w '. T ••'1 �� Scale: n OI 5 Ree .Lot S.F. K .Plat File No. o� .o _ 1 euwle �« o 00 Drawn 4Y REJ a.nwe sEa;MN j... •'A•••••"` ...'�-- FOUNDATION AS -BUILT rrr I,w<Y u,wY qw �(0° Grid: 12-306 -Date Drawn: 8/00 aeaNu. as ' mx a,e m .wa+a.^nm uwt W». -•• a �iP `•.. O/12 J NW145 :,,.,aa.N. X21—s FlNK STRUCTURE AS -BUILT �'�m ••• t•.` ieI �I •••••• Legal DescApttan: Lot 12 BLOCK 3 I. Rae.t E xn^R'w'.aAr w e,.l , ...............•' es' NORTH WOODS UNIT 3 .,.ak �m: w �es�:�•� ?2 ego S OO• .O.S C SY �� "� a EXISTING OQe� y0' HOUSE (P O 3 00. UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES. THE SURVEYOR TARES RESPONSIBILITY FOR THE PREVAIL OVER TRANSACTION R ONLY AND ASSUMESON MAY FINANCIAL LIAAUSE ERRORS IUTY IN SCALE.ONLY FOR THE COST OF THE SURVEY. LIS CES LOT SURVEY SURVEY TYPE SYMBOLS FOUNDATION AS -BUILT SET REBAR DRAINAGE ASPHALT flNK SiRUC'NE AS -BUILT ,� 0 FOUND REBAR a -e g WOOD FENCE CONCRETE PLOT PLAN ... AS -BUILT ... LOT SURVEY ... TW"APNY �J ASSUMED ELEV. �;-=T F METAL FENCE ® WOOD DE( PLOT PLANS dE LVI aUmvalo RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE OR OUND AND VISIBLE WILL BE CLEANOUTS. SIDEWALKS, IT IS THE RELATIVE RADE ANOIFUTLTYPOSED BUILDING CONNECTIONS AND R TOEDETERMI E ONLY. SNOW ETC.. SHOWNTINL THERPAPPR APPROXIMATE LOCATION,TIC IMPROVEMENTSG SEEN AND LN NO TONFINSHEDO OF ANYEASEMENTS, RECORDED COVENANTSUBDIVISIONS OR ICPLAT- RECORD UNL.ESSOM OT'ED. MER WISE NOTED - ALL DIS71ONS MAY TANCNT ES SOME WHICH Prepared by SURVEY CERTIFICATION �Y�1,+ Robert E. Johns, Jr. & Assoc. •.���� PLANP.•.• •T�"�...... �j Professional Land Surveyors PLOT mnnr arory �. I e,• oNweaF wry .�•//�^�. ••• �'a °i"'" "° ,-.. _ , n'aY6 °ee tlia11 -J•: a1.aw.A a a Bm mi ama 1700 Brink Drive. ANCHORAGE, ALASKA 99504 m» ane n rnawae. aw amNA a se.,wa. na» a.w '. T ••'1 �� Scale: n OI 5 Ree .Lot S.F. K .Plat File No. ma...a mw as mn.er. -. • ::/�-1T�yt�r�.. � •' " ' _ 1 Date Surveyed: 8/03112 Drawn 4Y REJ Checked 6JMK j... •'A•••••"` ...'�-- FOUNDATION AS -BUILT rrr I,w<Y u,wY qw Iww TruTtl m lrRil v+Y a tlr ., • • uu» .n.... '•..; n..wBa a aw xA as wa a u» . 7 hgn,aen a .a., waa - OBER T - HNS, JR Grid: 12-306 -Date Drawn: 8/00 aeaNu. as ' mx a,e m .wa+a.^nm uwt W». -•• a �iP `•.. O/12 J NW145 :,,.,aa.N. X21—s FlNK STRUCTURE AS -BUILT �'�m ••• t•.` ieI �I •••••• Legal DescApttan: Lot 12 BLOCK 3 I. Rae.t E xn^R'w'.aAr w e,.l , ...............•' es' NORTH WOODS UNIT 3 .,.ak �m: w �es�:�•� Municipality of Anchorage Development Services Department Building Safety Division Onsite Water 8 Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-732-13 HAA#_ O'40G�� A. GENERAL INFORMATION Expiration Date: 3 / — O 5 - Complete legal description NORTHWOODS SUBDIVISION #3; LOT 4, BLOCK 12, Location (site address or directions) 22927 GREEN GARDEN DRIVE •: CHUGIAK AK 99567 Current; Property owner(s) Mailing address Landing agency Mailing address Real Estate Agent Mailing address CYNTHIA RODASKY Day phone (907) 694-1383 22927 GREEN GARDEN DRIVE • CHUGIAK, AK 99567 Day phone RANEY HARDMAN w/ REMAX PROPERTIES Day phone 727-4488 16600 CENTERFIELD DRIVE * EAGLE RIVER, AK. 99577 Unless otherwise requested, HAA 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 S 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 Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (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 ceriffled by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the Information obtained from the Municipality of Anchorage files and from my investigation and inspection, the onsite water supply and/or wastewater disposal system Were) 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. Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered of 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 soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory �test results do not guarantee future performance of the system, nor do they guarantee at there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Phone 337-6179 Date 111 S o Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the flowing stipulations: -ON-SITE ••': VATER AND AUEW9ER :n PROGRAM ;� .... •' ;acs Attachments: HAA Checklist Manitenance Agreements Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other 0 L1 By: Original Certificate Date: � � — 3 � (Rev. 12101) I Municipality of Anchorage Development Services Department Building Safety Division ` Onsite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ek.us (907)343-7904 4 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: NORTHWOODS SUBDIVISION #3: LOT 4, BLOCK 12, Parcel ID: 051-732-13 I A. WELL DATA PUBLIC WATER/COMMUNITY Well type PUBLIC If A, B, or C provide PWSID# 213001 Well Lo Date completed Sanita Wires properly protected (Y/N) IslandapTfi� ft. Cased to ft. Casing height (above ground) I FROM WELL LOG AT INSPECTION Date of test Static water level Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 ml. Nitrate m112111 asteria colonies/100 mi. I �. A Date of sample: Collected by: } B. SEPTIC/HOLDING TANK DATA ;' I Tank Type/Matenat STEEL Date installed 10/16-17/2000 t Tank size 1250 gal Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N)8YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 11/1/2004 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA B Low EXISTING canoe Date installed 10/16-17/2000 Soil rating OErftl/bdrm) 0_6 System type TRENCH E r Length 63 ft. Width 2.5 ft. Gravel below pipe 8.16 ft, 4 Total depth'10.7-11.4 ft. Elf. absorption area 1028 ft' Monitoring tube YES Depression over field NO Date of adequacy test .11/13/2004 Results (Pass/Fail) PASS For 4 bedrooms Ff Fluid depth in absorption field before test 43/39 in. Water added 99144 gal. New depth 65.5/61.5 in, Q Elapsed Time: 170 min. Final fluid depth62 58in. Absorption rate >= 600+ g,p,d, Any rejuvenation treatment (past 12 mo:) (YIN & type) ONE KNOWN if yes, give date — r Date installed Size in gallons Manhole/A "Pump on" level at _in. "Pump off" _in. High water alarm level at in. DatumCycles tested Meets alarm & circuit requirements? - E. SEPARATION DISTANCES PUBLIC WATER SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots _ Absorption field on lot n ots Public sewer main Public sewer manhole/cleanout Seservice line Holding tank SEPARATION DISTANCES FROM 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 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ . Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS G. ENGINEER'S CERTIFICATION o <' Op I certify that I have determined through field inspections and * 4 review of Municipal records that the above systems are in " " ' • •' • • conformance with MOA HAA guidelines in effect on this date. QO P f Go ess., Engineer's Printed Name JEFFREY A. GARNESS Date If f'!4S/o'f Q's ... • Oona Prem."tono\ HAA Fee $ Waiver Fee $ Date of Payment bskf Date of Payment Receipt Number_ b1 50 Aw Receipt Number (Rev. 12/01) our oo? 4cl-r P. .. .. .. Z.O. Oa � .. •e J, ra Frr k s f;as4y -17- a m + 11 r- Dr, /°Gs AS -MLT I hereby eft* that F have sumry sd the follywiog d'esp3fd;•': i+'opys ' 07 oGJG Z . ;. w.eed.s• t:riir- • ..., !• . i, ' `v�� .%tirr•,� •w� Mc, or ge ReeOYdin Pepcinct`: Alaska {nd that the lmpmve-. \1 r•'• •. + le menta fdtuatad ti�et4on ate wit}tirt't1i'e p' m Imes and do not e".9 ••' , C� •_�4:� c� � overt ' or encroach on the Pct' t +L T- f property iyirig adjaoenlrthFxt0, eh'u'•:, ti) ?' • ►r �� ^ no improvements on property !yens adjacent t;xielo,.e]pagac}i'. - V on tha ptetni4Cs' in 9ggaapn and )Cwt there pae i(p roadways: transnitssion'lhwv or oder visible eaaemenb an aakl,Qlaperty . •.. u �. OwLpt as in"ted here". ;• P. abcriC. Jahn'on !�}re .r Dated at 6 0 River,'Alaskp .. • '' ,Lo L'ts A Oc.7:• :n. oma'• ' .^h ��s �'`�:•,...•s ••i '.v SCALE, Y ROOM Z, )OKNSOhi 7F�� .i �;a.,...,;.,+ljlay_•+,.': �ateredt,atidSury c Y_,. rypr {do¢ iS' .. r• Box 77,U% ..+�le RivaR, Alaska +^.• \ . ♦ .. •.Phone .;lon'T 6�9G•a �,.Y �k5 MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING Parcel l.D.# 051-732-13 HAA#f�l�S3 1. GENERAL INFORMATION Location (site address or directions) 22927 GREEN GARDEN DRIVE CHUGIAK. AK 99567 Property owner CINDY RODA4KY Day phone 907) 694-1363 Mailing address 22927 GREEN GARDEN DRIVE CHUGIAK AK 99567 Lending agency Mailing Day phone Day phone Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual well Community well Public water 0074 NOTE: if community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site xxx Holding Tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC ing to the legality and status of system. 72-025 (Rev. 1191) Front MOA #21 Computer Version Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $1,970.00 at, or prior to, closing for the engineering services provided. 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 inspect'bn, the on-site water supply and/or wastewater disposal system is in compliance with all Muni cip State codes, ordinances, and regulations in effect on the date of this inspection. 7 / Name of Firm Engineer's Phone _L907) 337-6179 Date In conducting this evaluation, AWWC, Inc att mto provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and M A 11% ufdellnes & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems denend on the local soils condition, ground water levels that may fluctuate during the year, and the usage of the family being served by the system. These conditions are outside the control c the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide any warranty for future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DHHS. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or parry is not authorized, nor will it confer any legal right whatsoever. 6. DHHS SIGNATURE L-� Approved for I" bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: Additional Comments 0 GI/. Date' �Z�-ao The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 Computer Version Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN Environmental Services Division 825 "L" Street, Rm 502 Anchorage, Alaska 99501 A % d. W do ® V L tY/ OCT 2 4 2000 SEWQ§§LITY OF ANCHO (907) 343�744TAL SERVICES Health Authority Approval Checklist Legal Description: NORTHWOODS S/D #3: LOT 4, BLOCK 12, Parcel I.D.: 051-732-13 A. WELL DATA COMMUNITY WATER Well Type COMMUNITY If A, B, or C, attach ADEC letter. ADEC water system number W++_ Log present (Y/N) Total depth Date completed FROM WELL LOG height (above ground) Wires properly protected (Y/N) AT INSPECTION Date of test Static water level We ct!on g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Collected by: B. SEPTICIHOLDING TANK DATA Date installed 10/16-17/00 Tank size 1250 Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression (Y/N) NO High water alarm (Y/N) N/A Date of Pumping NEW Pumper C. ABSORPTION FIELD DATA *BELOW FINAL GRADES Date installed 10/16-17/00 Soil rating ..d./ orN2/bdrm) 0.6 System type TRENCH Length 63' Width 2.5' Gravel thickness below pipe 8.16' Total depth *10.7'-11.6' Effective absorption area 1028 SOFT• Monitoring Tube present (YIN) YES Depression over field (Y/N) NO Date of adequacy test NEW Results (Pass/Fail) — For Fluid depth in absorption field before test (in.); Fluid depth — (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96x. Computer Version Immediately after — gal. water added (in.): Absorption rate = — If yes, give date — Bedrooms D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at' E. SEPARATION DISTANCES "Pump 'Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Size in gallons "Pump off' level at" COMMUNITY WATER adjacent lots lots Public sewer manhole/cleanout — Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 5'+ Property line 5'+ Absorption field 5"+ _ Water main/service line 10'+ Surface water/drainage 100'+ Wells on adjacent lots 7.00'+ _ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation Surface water Water main/service line 10'+ _ Driveway, parking/vehicle storage area 10'+ _ Curtain drain NONE KNOWN Wells on a F. ENGINEER'S CERTIFICATI I certify that I h ve r1b, h field inspections and review of Municipal r cord f a systems are in conformance with MOA H Wide)e on this date. Signature Engineer's Name JEFFREY A. GARNESS HAA Fee $ -) 01--) ' Date of Payment Receipt Number l ? I I 72-026 (Rev. 3/96)• Computer Verslon Waiver Fee Date of Payment Receipt Number 3�1 MUNICIPALITY OF ANCHORAGE O'S DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property Owner V • ! r • Telephone: Home Mailing Address (c) Lending Institution Telephone Business Mailing Address (d), Real Estate Company and Agent Address Telephone (e) -Ntait-the HAA to the following address: or: Check here, if hold for pick up. List contact person and day phone number below. S & S ENGINEERING 17034 Eagle R'wer Loop Road No. 204 "gle River, Alaska 2. TYPE OF RESIDENCE Single-Family,E5- Number of Bedrooms 3. WATER SUPPLY 127 Individual Well ❑ Community ❑ Public9_ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (Rev 8/86) Front 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION W As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S aj 3 EiGINEERING Telephone Address 17034 Eagle River Loop Road No. 204 Date Eagle River, 1`57 Z �� -%,%• *1&%1k OfF M A. H& 1437-6 DHHS APPROVAL Approved forbedrooms by Date v Approved Disapproved Conditional Terms of Conditional Approval CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (Rev 8/86) Back ;7�7 -/ A. WELL DATA ENV1 'C1J0A YC MUNICIPALITY OF ANCHORAGE (MOA) TH�AUTHORITY APPROVAL (HAA) aLT - FEBRUARY 1984 �� SERVICES LIST RF ')1988 CEl VED Legal Des ription: U''r � 2 �C�2�4�oOS Well Classification N If A, B, C, D.E.C. Approved (0q) V Well Log Present (Y/N) Date Completed Total Depth Static Water Level Cased to Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: Depth of Grouting — Pump Set At Yield Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) i To Septic/Holding Tank on Lot ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot �L�' j t ; On Adjoining Lots _ To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by To Nearest Public Sewer To Nearest Sewer Service Line on Lot Date Water Sample Test Results Comments tJQ-,2_- 1p41\3�R� 1 B. SEPTIC/Het--DING TANK DATA Date Installed L-2-6-0 Size 1 C:_-� No. of Compartments Standpipes&VN) Air -tight Caps&9N) Foundation Cleanout MN) Depression over Tank (Y/&V IJ Date Last Pumped Pumping/Maintenance Contract on File (Y/N)) ; for Holding Tank High -Water Alarm (Y/N) A_ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/HekkRq Tank: 1 f To Water -Supply Well �L�1] To Building Foundation To Property Line (� t�' To Disposal Field I To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course � ( 4 - Comments -JWc> Page 1 of 2 72-026 (Rev. 8/86) Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata `�J�/`7� Type of System Design ��fl Date Installed (Oy1' Length of Field �p Width of Field Depth of Field 4,0 r Gravel Bed Thickness o`S Square Feet of Absorption Area S� �� Standpipes Present/N) Depression over Field (Y& Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance from Absorption Field: 1 To Water -Supply Well �p t� To Property Line To Building Foundation 2'% To Existing or Abandoned System on Lot / t' To Water Main/Service Line 1 ('- To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date FR Iled Size in Gallons "Pump On" Level at High Water Alarm Level at — Tested for Electrical Codes (Y/N) Comments On Adjoining Lots � A To Cutbank (if present) 1 k b -- Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent(Y/N) Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all OA nd HAA guidelines in effect on the date of this inspection. Signed S &�ENGiaEEoR-ING Date Compaf{,034 Eagle River Loap Road No. KIM No. 4r -� Eagle River, Alaska�/ 7 Receipt No. r� Date of Payment �' S o Amount: $ O — Qy Page 2 of 2 72-026 (Rev. 8/86) Back STEVE COWPER, GOVERNOR O DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 563-6775 3601 C STREET, SUITE 1334 ANCHORAGE, ALASKA 99503 DATE: April 5, 1988 PWSID: 213001 To Whom It May Concern: According to the records on file in this office, the CHUGIAK UTILITIES/Northwoods Water System is in compliance with the State of Alaska Drinking Water Regulations. Sincerely, S even W ng, PE Distric ngineer SWE:pkk Time APPLY;. SVT FILLS OUT C "HALj 'ONLY` 2 Property Owner ? iry%(.:" { } i...4.,iY} ;--,t Y GY' t c' r-) Time Mailing Address v l< raj iL7X 1! 4v - Art,.- t o dorr/ 14 --- 1....- Zip Code Buyer -_ Address Zip Code Lending Institution - Phone Address Zip Code Inspector Realty Co. & Agent Phone Address Zip Code Soils Rating Legal Description; wer Installed D � Well To Absorption Area Well to Tank Well Log Received �Ct_� SAVC,4- Street Location Type o esidence ingle Family .. Multiple Family No. of Bedrooms ✓ ❑ Other . �• Water Supply ❑ ylpdividual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. LeCommunity -.- For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer isposal - Individual Year Individual Installed: ❑. Public Utility - When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( APPROVED BEDROOMS ( ) DISAPPROVED ( ) CONDITIONAL APP V DATE l BY: 'CONDITIONS OF APPROVAL Soils Rating Date wer Installed D � Well To Absorption Area Well to Tank Well Log Received Septic Tank Size�� A Time APPLIcNT FILLS OUT UPPER HAT" ONLY Property Owner iyy10+--�flv f(7_..�� Phone Mailin Address g / q. Zip Code Buyer Date Address Inspector Zip Code Lending Institution - Phone Address Zip Code Realty Co. & Agent (C�) APPROVED BEDROOMS Phone Address Zip Code ( ) CONDITIONAL APPROVAL - DATE BY: Legal Description o �'j� /0� t� ! f h p '(.���)CX�-' 4C)1/'7 Street Location f` � �--- Type of Residence "Allunic?pality of Arch,, .. "P''I't. of Hav & Environmental Projection" Soils Rating EI,ST�ngle Family Well To Absorption Area ❑ Multiple Family No. of Bedrooms- ❑ Other Well to Tank Water Supply ❑ Individual - ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. [I -Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer Disposal P-16dividual I C� Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: (C�) APPROVED BEDROOMS *CONDITIONS OF APPROVAL - ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL - DATE BY: JUN 2 71983 "Allunic?pality of Arch,, .. "P''I't. of Hav & Environmental Projection" Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank 2-023(3182) Time APPLNT' FILLS OUT UPPER HAS ONLY Property Owner 143 I',,jCi j-] ..e r i 6.,-;4/ G,((Y iC1 f..). ._. -" Phone Mailing Address Date p Code Buyer Inspector Inspector Address Zip Code Lending Institution JUL 2 11983 Phone Address Pro�un° ! aiity of Anc1loj-,gg Zip Code �/ Realty Co. & Agent ( APPROVED BEDROOMS Phone Address 1/1i ZipCode ( ) CONDITIONAL AP ROV L'COO(� Legal Description DATE Street Location BY: Type of esidence Soils Rating ET -Single Family Well To Absorption Area ❑ Multiple Family No. of Bedrooms"`. ❑ Other Septic Tank Size Water Supply ❑ Individual - ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. QC mmunity For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer Disposal r ,•- [-�-Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: Nip U JUL 2 11983 /,6 Pro�un° ! aiity of Anc1loj-,gg J l y �/ ( APPROVED BEDROOMS 'CONDITIONS OF A9R1Rb9PNCientdi Protection" ( ) DISAPPROVED 1/1i ( ) CONDITIONAL AP ROV L'COO(� DATE BY: Soils Rating Date Sewer I stalled Well To Absorption Area Well Log Received Well to Tank Septic Tank Size