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HomeMy WebLinkAboutT15N R2W SEC 25 LT 53 S2T15N R2W SEC 25 Lot 53 52 #051-281-05 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite _ On -Site Water System Permit Permit Number: OSP221163 Effective Date: Work Type: Well Upgrade Expiration Date Tax Code Number: 05128105000 Site Legal Address: T1 5N R2W SEC 25 LT 53 S2 G:0753 Site Mailing Address: 16011 SHIMS ST, Eagle River Owner: DESJARLAIS KENNETH & Design Engineer: This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy cnt De, partment 6/3/2022 6/3/2023 Lot Size in Sq Ft: 54450 Total Bedrooms: 3 Q 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 Special Provisions: 1. The site plan shows the driveway for the proposed shop will be over the tank and possibly the field. Per the wastewater code, the driveway shall not be over the septic system. The building design will have to be changed so that the shop door is removed and the driveway adjusted. 2. To close this permit please submit: 1. Well Log 2. Pump Install Log 3. Water sample results 4. Well Decommissioning Log Received B) Issued By: Date: L 3 Date: 49Z31:0-7 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. V4-744 Q 051— 2.4bI -O6 Property owner(s) �iP_J phone Mailing address 601( A'Cs Sf� Egde- jbxe✓ Site address SaVyLQ. Legal description (Sub'd., Block & Lot) l2. L.Of SP.chto a5. —1—IT-5 Legal description (Township, Range & Section) �� 2 s • Ni • Pr� Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption. Field ❑ Initial ❑ Single Family (SF) 19 (w/wo ADU) Septic Tank ❑ Upgrade ❑ Duplex (p) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 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LO CD L:L a) - as c i- m CO o, C\'c tn 13 G) -'Z 'r- 0, - o m 0 X!5 0 0 0 Z (D = M M IM 6i Cl) cr C, C, c c a u %UNICIPALITY OF ANCHORAGE Heal' ) and Environmental Protect' Nn • Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 ` INSPECTION_ REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME Jcz� !9-MQ����-� MAILING ADORESSA,n UR- PHONE LOCATION YSN.�S'---^'1>:�'r LEGAL DESCRIPTION SEPTIC TANK: aE-C TflN1. W 1Tl1�uT rkC41R'MV- Idl�O1VIDWk. NUMBER OF ��jj DISTANCE ��� r ( _CCMZLE'TF COMPARTMENTSJL— FROM WELL`1__ \00 MANUFACTURERy�0 7-- MATERIAL INSIUE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY17,SS GALLONS. TILE DRAIN FIELD: 11 ,� TOTAL LENGTH DISTANCE FROM WE LL`IAAn FOUNDAT ION ASL—NEAREST LOT LINE _OF LINE z8 # of Lines I DISTANCE BETWEEN LINES O TRENCH WIDTH IN. TOTAL EFFECTIVE Z 7� �. SQ. FT. LENGTH OF EACH LINE ABSORPTION AREA �%J y pCPTII OF FILTER � IN UEPTI I: TOP OF TILL TO FINISH GRADE=1�DEPTII F BENEATH TILE ��IN. ABOVE TILE SEEPAGE PIT: DIAMETER _OR WIDTH_. LENGTH_. DEPTH Log Crib -_Rings_ Crib Size:! DIAMETER_DEPTH__ DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATION_-, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. Well Class: Depth: Well distance To: Lot Line _ Bldg: Sewer Line: tt Pipe Materials:'U00 .-? # of Bedrooms: •- R Installer: V\tym,LTati/ m), Remarks: l �4�oti 1.! _ i.._i- yes: IC - -- I- -i - - N ! +!- T- I Ij Ij- OATE\P\%5"I APPROVED rlUI PAL I TY CA F= F=1HCAF FyC3E DEPARTMENT Oq>NEALTH AND ENVIRONMENTAL Ppn;ECT ION 825 'L, ,TREET, ANCHORAGE, AK. 995L 10: 3o �LP 26'4-4720 • WELL n"[7 C1t4—:=_ I TE S~EWEF PEF:tl I T PERMIT NO. ( 77936 ) APPLICANT JnE THOMPSQN 4110 DEBARK 337-1200 LOCATION ANDREW STREET LEGAL L53 SEC 25 T15N P,2W LOT SIZE 108000 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER, OF BEDROOMS = 7'41 1�cP SOIL RATING (SQ FT/BR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C>EF'TH= fLCA L_E=rACiTH= :' GF:A� EL DEPTH= � THE LENGTH DIMENSION IS THE LENGTH (IPJ 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). ', So A?Gr FR E= CA LJ I FSE[} BERT I Cl TANK to I 2E E= MY550- 1 C3ALILCAtA01 PFAClViAC3E PL_F1r4T CART I CA r4 --------- A PACKAGE PLANT MAY BE INSTALLED AT THE PERMITTEE'S OPTION SUBJECT TO THE FOLLOWING CONDITIONS: 1. EITHER. A CLASS I OR II NSF APPROVED PLANT MAY BE INSTALLED. 2. A CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF A MAINTENANCE AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL ABSORPTION SYSTEM RND/OR YOU MAY BE SUBJECT TO PROSECUTION. ------------------------------------- - -jr WCl 4 � ] I M115PE(1T I C "t. f=l F:E F EG!U I F2E0. 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 200 FEET FOR R PUBLIC WELL. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DRYS OF THE WELL COMPLETION. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F'EF:t•1 I T EX F' I F:EIs G>EC:EtlEDEF: .TALs 1.<2 77N 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 IPJ ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED: ---- APPOCANT JOE THOMPSON ISSUED BY %�----- V3. 0 0 & E GEO-;.CHNI CAL & DEVELL,?MENT CO. Boz 90, Davis St., Eagle River, Alaska 99577 694-2774 or 689-2280 Earl Ellis Russell Oyster SOIL LOG 6882280 6942774 Land Development Soils Er Foundations Performed for: Name: Tel. No.337-/Xadv9s0'/ Mailing Address: ///o Di�.t'.�J�� /�✓F • X"7r c.�uc'd`44, Legal Description: Lor-' �� �Ec..1s , T/a�, A27- 'Al' -:5• Ni• Depth (feet) Soil Characteristics 0 1 A/Z 5.z-- -7-eio Sa,� 2 3 iq 5 6 7 9 10 11 a 7:� 12 13 14 Bo TTD�/ Of T�T 15 16 Ground Water Encountered: Yes No L:L If yess what depth Proposed Installation: Seepage Pit Drain Field Comments: Performed by: tL Date: IOZ4Z7 0 Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 051-281-05-000 1. GENERAL INFORMATION Complete legal description USHfif s� o-� n Expiration Date: - t ' 1/4 T15N, R2W, SEC 25, Lot 53 S2 Location (site address) 16011 Shims St Current Property owner(s) Jessica & Jeremiah Jennings Day phone Mailing address Real Estate Agent 16011 Shims St. Eagle River, AK 99577 Jason Trouts Day phone 717-9485 2. TYPE OF DWELLING: Single Family (w/wo ADU) y� ^ ❑ Duplex SUBMITT ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 JUN 10 2014 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Pilhlir. Water Svctem ❑ Piihlir gP%Aiar ❑ WaiverNariance request for: Received by: � �f "�_ Date: COSA to be released to the engineer, unless otherwise requested by the engineer. Release to Vanessa Melarvie COSA Fee $ 52(+/ 315-.0 �S� Date of Payment (, [/0.h Receipt Number COSA# 0/Qq 1-2-6-D Waiver Fee $ Date of Payment Receipt Number Waiver # S. 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 Alaska Rim Engineering, Inc. Address 9131 E Frontage Rd. Palmer, AK 99645 Engineer's Printed Name Charles A. Leet, PE 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for Phone 745-0222 Date 6/10/14 ®®� OF F,( x911, *�P49TH �•1..,.•��4yo6P — bedrooms _ bedrooms Charles A.0eer CE1s. �i�ett0 PRSa bedrooms, with the following stip' llb�fs: r BY �� ' Original Certificate Date: 62 Th uni nchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSAbluesheet r . c Nitrate Advisory Arsenic Advisory _ Other ', f ---!• If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: T1 5N, R2W, SEC 25, Lot 53 S2 A. WELL DATA Well type Private Date completed 1977 Total depth 40+ ft. If A. B, or C provide PWSID # N/A Sanitary seal (Y/N) Y Cased to 40+ ft. FROM WELL LOG Date of test No well log Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS Parcel ID: 051-281-05-000 Well Log (Y/N) NO Wires properly protected (Y/N) Y Casing height (above ground) 23 in. AT INSPECTION 6/5/14 24.4 ft. 2 a 06 g.p.m. Coliform ND colonies/100 mL Nitrate 1.3 mg/L Arsenic ND ug/L Date of sample: 5/20/14 Collected by: B. SEPTICIHOLDING TANK DATA Tank Type/Material Concrete Brandon Jones Date installed 10/15/77 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Date of pumping 5/20/14 Pumper JR's Septic Pumping N/A C. ABSORPTION FIELD DATA Date installed 10/15/77 Soil rating (g.p.d./ft' or ftz/bdrm) 85 ft2/bdrm System type Trench Length 28 ft. Width 3 ft. Gravel below pipe 6 ft. Total depth 10 ft. Eff. absorption area 336 ftz Monitoring tube Y— Depression over field N Date of adequacy test 6/5/14 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 489.7 gal. New depth 0 in. Elapsed Time: 240 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date D. LIFT STATION Date installed N/A "Pump on" level at N/A in. Datum N/A E. SEPARATION DISTANCES WELL ON LOTTO: Size in gallons N/A "Pump off"level at N/A Cycles tested N/A Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main Sewer /septic service line 25'+ Animal containment areas >50' Manhole/Access (Y/N) N/A in. High water alarm level at N/A in. Meets alarm & circuit requirements? N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout > 100' Holding tank25 ' A Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5' Property line 5'+ Water main 10'+ Water service line 10'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water Service line 10'+ Curtain drain NONE KNOWN F. COMMENTS G. ENGINEER'S CERTIFICATION Surface water 100'+ Wells on adjacent lots 100'+ Absorption field 5'+ Surface water 100'+ Water main + Driveway, parking/vehicle storage 110'+ I certify that I have determined through field inspections and ``egohe�e'eti review of Municipal records that the above systems are in ���,; F A�fl�,f:p conformance with MOA COSA guidelines in effect on this date. m uj T 9 i Engineer's Printed Name �����1 -> E� . L✓C,QA *� 491—" Date S Ism: iolc W C� '. Charles A. Last J'p CE10480 • ci.� COSA brown sheet 10-10-12.doc Municipality of Anchorage Development Services Department Building Safety Division c s A . E.. On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # 141250 During a recent COSA on-site inspection and test of the potable water supply well on Block , Lot 53 S2 of T15N R2W Section 25 subdivision, the well's productivity was determined to be 0.8 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is 0.3 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. _� 75 LL @ U a) E E U WN T O O LL 11 r T Q Z O) U C C Q m @ LL E CL E E U N `0 j �r.5zo J W N T ❑ M Ln J a Q ❑ C U O N N N N ac�msk U) o > > a U N O W ❑ Z v z TSO O N LOE F O L m LO Q li L11 J W J L)O LLI 0 F-m Z _O @ n Q Q } M U) o H ~ LL UU) J Z H W U)Z U u a r O) U C C Q m E CL E E U Y J W N T ❑ a a Q r' C C 3 N T F@ C a 0 U m a ac�msk UU d O > > a U ac E F a `u 7 i FL 0 0 E a UW d ao = � L U L U N 01 C O M O T N N M LO M O � O �- O O r W M 10 (O =p N O@ !T !P O O N N N N N @ r O r O r O n N r O O O O O N O O O CO O of N N N N t O 6 U C J � � r aa)) 1«0 a) O U Q a 3 L N d 3 o w -a 3 o E a N L E O 9 J N cl f- O' N C a o O '0— M r O 3 .� t H -O (n t '6 '1 O -6 Q a ' @ 3 @ O > = co L > 6 C O E (� 0 h ) Q c d F 06 0 0 0 0 0 0 0 N O O 0 0 0 rG J ) ._ 1 ai a OO Lq U)0- N C U N L r r Ln LO LO LO LN LO Ln Ch J LnLO C d _ U N NN V h CO It 0 1-- M N 0 CO V LO O V N >> T (0 7 N = CO t [O h 0 LO V d' >�5 J N M M M (O M M M M N N N N N N i E .-. Or LO 6O66OM r U� m Oc M. -N NN m01' w i M 0(614 r-�O r-�a0 NO MM r C O N M V r !T N 3E O NN LnO O C @ a LL lY CP V M N N . N . N . . C m r (O M E O N M O N O M LO N M m O N V dj 0 0 0 0 N N N N O r O) U C C Q m E CL E E U J W N T ❑ a a Q r' C C 3 N T F@ C a 0 U m a ac�msk UU d O U (D N m a `u 7 i u u L O U Li c O U N Municipality of Anchorage Development Services Department: Building Safety Division '• \_ On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 19 1231 Anchorage, AK 99519519 -6650 � p www.muni.org/ons to (907) 343-7904 (Q CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. O5 COSA# nQ� 1. GENERAL INFORMATION Expiration Date: Complete legal description TISN, R2W SECTION 25 LOT 53 SOUTH 2 Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address 16011 SHIMS STREET ' EAGLE RIVER AK 99577 LILLIAN PERSON Day phone 688-3678 24120 RAMBLER ROAD • CHUGIAK AK 99567 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 ❑ 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 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 engineers 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. l further verify that based on the information obtained from the Municipality ofAnchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with at/ applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date ?Ob Engineers Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 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 fife of all wells and septic systems depend on the local soils condition, groundwater levels that may tiuctuato during the year, and the water usage of the family being served by the system. Those 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 that there are no hidden defects or enoroachmonts. 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 benorit 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 V Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the flowing stipulations: o'er WATER D •; fn= --WASTEYYATER : = PROGRAM Attachments: COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineers Reort Nitrate Advisory Other By'—�� �'�� /—lJ-�( OOriginal Certificate Date: tel/ d fpr IIml Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragew Street P.O. Box 168850 Anchorage, AK 99519 -MM www.muni.org/onsite (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: T15N R2W SECTION 25. LOT _53 S2. Parcel ID: D S/ A WELL DATA 'PER SURROUNDING WELL LOGS NO INDICATION OF BEDROCK OR PERFORATIONS IN CASING SHALLOWER THAN 40 FEET. Well type PRIMATE If A, B, or C provide PWSID# N/A Date completed —1977 Sanitary seal (Y/N) YES Total depth 40+ ft. Cased to •40+ ft. FROM WELL LOG Date of test Static water levelft- Well production g.p.m. WATER SAMPLE RESULTS: Coliform a colonies/100 mi. Nitrate 0.576LmgJL. Well Log (Y/N) NO Wires properly protected (YM) YES Casing height (above ground) 12+ in. AT INSPECTION 5/19/2006 30 ft. 2.57 g.p.m. other bacteria _n colonies/100 mi. Arsenio NO ug,n„ Data of sample: 5/18/2006 Collected by: GEG, Ltd. B. SEPTICIHOLDING TANK DATA TankType/Mated8l CONCRETE Date installed 10/15/1977 2 Ciesnouts M YES Tank size 1250 gat. Number of Compartments _ (Y ) Foundation cleanoul (Y/N) YES Depression over tank (Y/N) NO High water alar (Y/N) N/A Date of pumping 12/5/2005 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA Date Installed 10/ta/t977 Soil rating (g.p.d./ft'oriq§j�D 85 System type TRENCH Length 28 ft. Width 3 ft. Gravel below pipe 6 ft. Total depth *9.17 ft. Eff. absorption area 336 fe Monitoring tube YES Depression over field NO Date of adequacy test 5/19/2006 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth In absorption field before test 3 in. Water added 529 gal. New depth 8 in. Elapsed Time: 23 min. Final fluid depth 3 In. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 8 typo) NONE KNOWN If yes, give date — MONITORING TUBE ONLY EXTENDS APPROX. 5 FEET INTO DRAINROCK. D. LIFT STATION Date installed Size in gallons Manhole/Access _ "Pump on" level at _in. "Pumpofa High water alarm level at Cydes tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAiQ station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent kms 100'+ Public sewer manhole/deanout N/A Holding tank N/A Animal containment areas 50'+ Manurelanimal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main _ N/A Water service line 10'+ Surface water 100'+ Driveway, parldnglvehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I cerdly that I have determined through held inspections and t review of Municipal records that the above systems are in F- Engineers conformance with MOA COSA guidelines in effect on this date. ........ Print Name JEFFREY A. GARNESSeas.Date le t 2J4G0�c� COSA Fee Ste'g3o. U c, Date of Payment (,,, /u G Receipt Number (Rw. 11/0) U r4 Waiver Fee $ Date of Payment Receipt Number MMJRS 05/25/2006 12:48 9073449821 Tu Total SEPTIC PAGE 01 �. $0.00 $0.00 $130.00 Elm 02 III JRs Pumping PO Box 773415 Service Agreement We River, AK 99577 (907) 694.6454 Number: 018849 Order Date: 02 -Dec -2005 Service Date: 05 -Dec -2005 12:0 �� Technician: Butch Billing Intormallorl Lillian & Richard RPC Joe Description: 12509 24120 Rambler Road P.O. Number. Terms: Ne130 Tax %: 0 Chugiak, AK 99567 Selesrep: Nikole Job Type: Repeat (907) 088-4678 Map Boot: Map Grid: 62 cress streets: Pioneer Drive ob Its Infotmlatfon Job comments: Last service 10/28/04 5009 Rental -Richard -- Don't leave invoice, bill — 16011 Shims Street Checked and pumped tank- levels normal Lot 53 Eagle River, AK 99577 (907) 688.4678 Gallons Planned: 1250 Atlditianal Location Comments Diagram: Comer of Shims & Pioneer - white Gal. Actual: trailer w/green trim Hose Length: 1 Pipe on front of tank separated from Double Tank: O tank pump System: Baffles Inlet: O Baffles Outlet: O qty Price Each Tax? Extension Actual Septic Service 15K 1 $130.00 No $130.00 WonTaxabla Tett Tuabla Total Tu Total Grand Total EaamAed Charges: $130.00 $0.00 $0.00 $130.00 Aduzi Charges: .r Customer agree, to lire terms and codldons shown. THS IS A BINDING AGREEMENT. signature and Tlds d Customer Rrgresentativa Date Accepted by JRs Pumping Data Accepted For Yom added convenience we accept: American Express, Dieom. Visa and Master Card payments ova the phone. After 30 Days accounts w fl be turned over to oullactwk 525.00 For NSF Chocks R.tumad. N O r Z STREETo f M O 3�1�oJJ=�Q^Zp=.zp O m wN yi; m v < n � yy ZZ c Ns_ TZ < Q no OJN PIC I 0 .<< Q io.w C.am ova. < ONOJU00' Om VI o. m _ D o CO^N per. �mzZF Di C ~ � 3°mnioon^ o.p _ o n Z" W m �No O 1 O A ^ Q w o A m o o l o o. 0 p n J n D rr O K m O� = �i<Qoni m "c N D -'p p O O—I y D00 Nno F,J2O5. ylx f O 25c m w y O n p c 00 10 n n n J n pQ O p F A AnI�.+ A c oo'3on'z se- �^ 5' 00 !JxK N yy>AO.p 'O Icor 03n O N.�• -Mi5U. pO o2. y A nv 4H<�F m n'ool <= °ww wf zm IAm z c S w O p p n A F1 m m ww 5 v ,nom g J^ ° 2� nm O f y o n 2 V v c J n y, p o. n 6°r 2 1: lC Op a n Ow wp N A p mm PI ^ on o 0 < m G c;:o] 0 ON .J•.O ° ^ n O ov G n.— '0 4 n n S Om _ oo Z N s n^ T oi vo 3 ��� am o- n Y" C 20' p c c y 50' PATENT RESERVE - 0 .m p ROAD & UTILITY ESMI N' 0 N O MS SW_ O o O m STREETo f M z F PI O m Z O n m v < 1 Cy c Ns_ o G-)r� < z ` D _ I f o. m _ D O ? O s m Di C ~ � y �No O 1 ° cin o C-) Aim DW O s p O O—I y D00 GZI N O f O L O y N O m y k: c: Z zi z co pp c D < r A ?I m m V zz 0 I z O_ N 0'12'37"E CO N MS SW_ N STREETo f M N 4`O e0 13 A O n � � s m sr ^ y 165.34' O m o j O N O Ln Zo � ; m O y N I MS SW_ J1 STREETo f m N 4`O e0 13 A n M O o j O N O Ln N N • � _ � N N co pp r A O O Ln dc L4 5 EE N T 3 Y" 30' 20' 114.84' Z S 0'06'55"E 164.84' p N m C z 0 w z co tD A a Z W a _. J 1'1 a N b P L4 (- ' N O� °' 0 A r ( (JJ T C )z o• m SGS ReLN Client Name Project Name/# Client Sample ID %lair!% Sample Remarks: 1062491001 Games En mccring Group, Ltd. T15N ec 25 Lot 53 S2 TISN WS cc 25 Lot 53 S2 Drinking Water All Date%/fimes are Alaska Standard Time Printed Date?!me 06/022006 12:03 Collected Date/time 05/182006 9:30 ReceivedDate/fime 05/182006 13:40 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Conmincr ID Limns Date Date Init Metals by ICP/MS ND 5.00 ug/L EP200.8 C (o-10) 05/19/06 0522/06 MII Arsenic Waters Department Nitrate -N 0.576 0.100 mg/L. CPA 353.2 0 (<-101 05/18!06 ALR Microbiology Laboratory col/IOOmL SA12092226 A (<-I) 05/18/06 TLF Total Coliform 0