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Home My WebLink AboutSCHROEDER EAST BLK 3 LT 7Schroeder East Block 3 Lot 7 #050-062-07 .. SChroedPr �`•�T "�3 L� Dear Chad. n -)Do -10,S L l ese-n er For the reasons listed below I am requesting that you pay me a refund of S 10.000. If the payment is not received within 30 days I will be small claims court. presenting this same information to the 1. On 10'27/06 a check for $6.692 was written to Mohawk Drilling (MOA Permit I'SW060316)for the first well drilled at Lot 7, Block 3 Schroeder East Sub (17144 Charity Circle. Eagle River. AK 99577). The log (dated 11/14,'06) included the liol lowing information: Depth of hole 206'. Static water 106'. Development method - Air. GPM = I.S. Casing 6" down to 42'. Comments: "May want to hydro -Frac, well was disinfected." Sand &: gravel 042': Bed rock 42'-206'. 2. As the owner/contractor of a new single family home to be built on the lot, I of course was concerned that we would have water. I was assured by Mohawk Drilling that the well would work and the project continued. 3. Excavation, concrete work and Gaming were completed a 1215/06. 4. Basic electric and plumbing were completed by the end of February and the project continued. 5. however, some time in May or June when the well was to be connected to the house by Mohawk Drilling it was discovered that the I" well was not usable. No PVC pipe had been installed and stuff had sloughed into the well. Mohawk attempted to redrill but claimed that he ran into coal and methane and that a small explosion occurred. Mohawk then gave up on the first well and said we would have to drill a second well. 6. In the meantime we were unable to get a loan from a bank until it could be proven that we would have our own source of usable water. This delay in getting a loan resulted in additional interest expenses on the credit cards &other loan sources being used to help finance our expenses. 7. Around the beginning of July Mohawk began drilling a second well 114' from the home. On July 9 the drilling was completed. A bill for $10.850 was immediately received for the 30l' well. $5,000 was immediately paid with the balance to be paid within a set time. 8. 1 instructed Mohawk Drilling to call Artie Pump &: Well immediately after the drill- ing was completed in order to put in the PVC pipe and avoid the problem we had with the first well. I anticipated APW would want details about the drilling and I did not want to be the middle man. I asked for direct contact. The day atter the drilling was completed I noticed that APNV had not arrived to put in the PVC pipe. I called APW and they informed me that Mohawk Drilling had not contacted them. They promptly came. inspected the well and found that stuff had already sloughed into the well. 9. I attempted to contact Mohawk Drilling and could get no answer for my calls. I finally had to stop out at Chad Wiltfong's (owner/operator) home and talked to his wife. She informed me that he was drilling in the valley and had poor phone reception. Chad finally did call me back and refused to come and redrill the well. 10. Please note that back in October of 2006 we were assured that we had a well that would provide usable water. $11,692 had been paid to Mohawk Drilling plus pump installation expenses for the first well and we had nothing to show for it — nothing. I 1. APW then suggested we get a reputable well driller, M -W Drilling. They were very busy and were unable to come until @ September 25, 2007. They proceeded to video the hole, redrill it and install the necessary PVC pipe. 12. APW and M -W Drilling can both verify that the well was not useable. We had no useable well or water after our expenses with Mohawk Drilling. 13. The Inspection agency did allow us to move in about the middle ofJuly. 2007. We had to find an alternate source of water and purchase drinking eater. 14. We then had to wait for the excavator to dig and bury the connection from the second well 114' to the house. 15. APW had to install the second well pump. 16. Note again the delay in 1) getting a loan, 2) our own supply of water (living in home since 7/15/07). 17. The water from the second well turned out to be a problem. It did not clean up by itself. There was a considerable length of time when we were not sure the water from the second well would work. Our only alternative would then be to spend $50-70,000 to hook up to city water. Imagine the headache and heartache we were going through. 18. Alaska Pure Water took a sample of the water, was about to give up on it but then remembered a treatment previously used. This has resulted in another expense of 512,500. This system wasn't useable until @ the first part of Dec. We had moved into the home 7/15/07. 19. Remember we were told we had a well that worked back in Oct. 2006. 20. Here is a list of expenses related to our wells as of 2/17/08: a. 1" well drilled by Mohawk Drilling - $6.692.00 b. Pump installation—APW 1.407.00 (since assured all was well, we assumed total Well/water expense including pump installation would be under 510.000 and continued with project) 591099.00 c. Additional expenses: i. Drilling of second well — Mohawk (no log & first well not decommissioned. billed $10.850) $5.000.00 [well sloughed in. Mohawk refused to redrill and I did not pay rest of bill. cf lien listed below] ii. Level pad for M -W well driller— DL Enterprises 600.00 iii. Well redrilled—M-W Drilling $3.817.50 iv. PVC pipe expenses 791.92 v. Excavation & water line connection — DL Ent. 3,307.60 vi. Pump connection—APW 2,040.00 vii. Analytica water test 201.00 viii. Engineering test on well — Gamess Eng. Grp. 887.50 ix. First well decommissioned —M -W Drilling 470.24 x. Water filtering system (Mohawk can not be held accountable for water quality in second well but I was told first well was OK) 12,250.00 xi. Mohawk Lien against loan from Ak USA Bank 5.850.00 Total: (excluding interest on loans from credit cards etc.) $35,215.76 Both M -W Drilling and Alaska Pump and Well are willing to substantiate the claims made about the second well. So please refund the $10,000 by March 20 or the information in this letter will be presented to the Small Claims Court. Sincerely, Tom . a- ZI AZ' 40t Thomas A. Liesener 17144 Charity Circle Eagle River, AK 99577 Qo z--6qcl-- 7z 7,3- Notary 3 Notary Public in and for Alaska My commission expires:C�rj9 M -W Drilling, Inc. •P.O. Box 110378# Anchorage, AK 99511• •907-345-4000 ♦ 907-345-3287 Fax* Job No. 07-159 GROUNDWATER WELL AS -BUILT & LOG: Cleanout & Completion Well Owner. Tom Liesner Use of Well: Domestic Legal Description: Block 3, Lot 7 Schroeder East. Eagle River CONSTRUCTION Hole Depth: 310' Casing Size: V x 0.25• Cased To: 50.25' Materials: A 53 Steel Drill Method: AirRotary Liner Size: 45�- Lined To: TO -310• Materials: PVC Liner Well Completion: Open end_ Screen Perforated X Perf. Method: Skil Saw Perforation description: 4" PVC Liner —w/perforations (6' long, every 6-) at 90' to each other. Grout Notes: (3) Sack(s) of No. 8 Bentonite granules between liner and casing. Notes: Disinfected: N/A Method: Well Development Method Air Surge Notes: Static water level (SWL) 69' below top of casing Well yield test at 1 gallons per minute (GPM) for Method: Air lift Start Date: 09/25/07 Pump Install Date: N/A 1 hour(s) with 100% of drawdown (DD) from static level(SWL). Completion Date: 09/26/07 WELL LOG Depth in feet from top of casing. Details of formations penetrated, size of material, color and miscellaneous details. o TO 3 Casing Stick Up Cased Hole (Existing) -- --- ---- -- - _ -- — — Siltstone/Mudstone:Giey Black s To so.25Steel 50.25 --.TO 95 95 TO 310 - Sandstone: few inter -bedded coal seams w/small water seaps TO - O -TO TO To As -Built Log: Well was originally drilled by Mohawk Drilling_ (No Log), _ - To _ who was unable to complete it (caved in up to 255'). - To MWDI surveyed well w/DHN & completed it. TO - ----T _ TO TO — -To--- _ WAYNE.E,_WESTSERG —_--- President, MW Drilling, Inc. NGWA Certified Master Gmu —ConVactots Licertse Nor1000 TO ARCTIC PUMP & WELL INC. Jim Sullivan wul�a PO Box 770197 -- tut i am - Eagle River, AK 99577 MMEP (907)688-2510 (907)258-2510 (907)745-2510 or,W11 eci.no Pump Installation Log Well Drilling Permit Number: S W060316 Date of Issue:9-27-06 Parcel Identification Number: 050-062-07 Legal Description: Schroeder East Property Owner Name & Address: Lot:7 Tom Liesenet Block:3 PO BX 230384 Paolo Ri„P. AVQ"77 Pump Installation Date: 11/15/2007 Pump Intake Depth Below Top of Well Casing25I: Feet Pump Manufacturer's Name: Dempster Pump Model:LBF2-75-S2 Pump Size:3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I The location of the structure as shown on this record drat .__ s...m% .. „nliaq with Title LOT 3 \ C LOT 2 1.31 LOT 4 /��6.00o/moi i � WEI / LOT 7 1 i BLOCK 3 SEWER EASEMENT N10 0, ANCHORAGE RECORDING DISTRICT SHED ASBUH.T OF: SCHROEDER SUBDIVISION EAST AD LOT 7 BLOCK 3 rLAT 71-298 SURVEY CERTIFICATION: I, John L Schuller• have conducted a physical survey of this u shown w this drawing and that the tmprovemrnts situs Weraon ere within the property Imes and no encroachments exist other than noted. EXCLUSION NOTES:It is the owners respom bility to determine the amn do euce of any easements, covenants, or restrictions which not appear on the tewrded subdivision plat Under no circumstance should —7"ifmtation on this dnwmg be used for construction of fences, structures, improvements, or for establishing boundary Imes. 06-101 -n. came -, 4 S NW352 �6 1 LOT 6 CHARITY CIRCLE LOT 8 I LOT 9 .OF ..4'1\\, oy �ttC1ER�.y 10, 49T.H �./. .. ............� Y m ! rl 1 TOHN L SCHULLER, (1 O LS-10408Vol �e�/ ' • �. t f ; / �a ,"\\\feliO4` t_J'V`,Y_U 6 Fi Pi iL't Je m e ry m a P N N I=131I 'slIsI v' s m f ' co a N i2 N ID u f L Tri la 3131§I :112 :Tt N a J 2 z z I co O cm O Q LnC) W m sDf Fi Pi iL't Je m e ry m a P N N I=131I 'slIsI v' s m f ' co a N i2 N ID u f L Tri la 3131§I :112 :Tt N UJ Y C t i ;� � 3 i d s �• 777, { 3 �• r .w a a d t + o aVS V1 v , t a r- .n u V H �3 a r k J 00 1 j i u O Jp J 44- 7 t� V S s `y .1 O l\ A-laskaV 4 ' 301 E. International Airport Rd / 6 eZd,/ Anchorage, Alaska 99518 �j�i�LfG�.U� (907) 5633770 Ph (907) 563-5502 Fax — �L %% +walaskapurewaterxom Norwesco Page 1 of 1 " 11 O R W E S C 0 Home I About Us I Locations 1 What's New 1 Download Catalogs Above Ground Tanks • Locate Distributor • Vertical Storage • Black or Dark Green Vertical Water Storage • Specialty Water • Horizontal Leg • Elliptical Leg • Drainable Leg • Pickup Truck • Mini Bulk • Cone Bottom • Cone Bottom Stands •PCO • Elliptical • Applicator • Total Drain •Inductor • Spot Sprayer • Containment • Bulkhead Fittings • Bolted Fittings • Bolted FTG Installation Guide • Tank Fitting Data • Lids • Tank Repair Kit • Frequently Asked Questions • New Products Water & Waste Tanks Rochester Product Line Valves, Couplers & Accessories Locale Distributor ® 2006 Norwesco Inc. �I Above Ground Tanks Liquid Storage -Tanks - This catalog Is available as a PDF. To download from PC, right click on the link and save to your computer. To download from MAC, Control click and save to desktop. You will need Adobe Reader to view this catalog. FAT Ca P-Anxqu Our polyethylene storage tanks range In size from 12 gallons to 15,000 gallons and are manufactured in a variety of shapes and styles. Common uses for our Liquid Storage Tanks Include the storage of fertilizer solutions, agricultural chemicals, water, liquid feeds and plant foods. Alt of our tanks are rugged, corrosion resistant and lightweight with no seams, welds or joints to leak or rust Norwesco tanks are manufactured using resins that meet FDA specifications to ensure safe storage of potable water, and where applicable, our tanks are also NSF approved. Ouality, price, product line and leading edge technology make Norwesco North America's largest manufacturer of rotationally molded tanks. Tank dimensions and capacities may vary slightly and are subject to change without notice. About Us Locations What's New Download Catalog Contact Us Above Ground Tanks Water & Waste Tanks Rochester Product Line Valves, Couplers & Accessories http://www.norwesco.com/page.cfm?menu=9 11/15/2007 Nov 15 07 10:55a APWP INC 3`13 --7 gti-7 EXXON CHEMICAL COMPANY C, V--7. T, M t,. 8aytwn Polymers Center President Norwesco Inc. 4365 Steiner Streei St. Bonifacius, MN 55375-0439 9075635501 P.1 November 24, 1998 Rotational Molding Resins .Food Contact Staws E*oN CHEMICAL ,..�.�00001 As requested, We are pleased to provide the food contact status of rotational molding polyethyIene resins marketed by Imperial Oil, Esso Chemical Division. The health Protection Branch (EPB) of health and Welfare Canada has reviewed these resins: Thea .resins have also been assessed with respect to the U.S. PDA regulations. CANADA In -Canada, the EPB has no objection to the following resins being used in contact with food: LU8302.67 LL -8401.67 LL ES55.24 LIA8555.67 LL -8556.24 LX -0239.24 The RPB has no objection to the following resins being used in contact with food with the restriction that: — they are not approved for contact with food at temperatures ezccedirg ]2D'F (48.9-C). RD -8660.26 RD -8661.26 FID -8760.27 FID -8761.27 P.O. Box 5200, Baytnw ,Tex8377522.520D A Division of Ern Coi(wratbDDn r0m Nov 15 07 10:56a APWP INC 9075635501 p.2 Rotational Molding Resins Food Contact Status Page 2 The EPB has no objection to the following rains being used in contact with food with the restrictions that- - the fudshed article must be at least 18.9 liters (5 U.S. gal.) - they are not approved for contact with -food at temperatures exceeding 120'F (48.9°C). LL -8360.27 LL•8460.26 LL -8461.26 LL -8361.27 U.S.A. In the U.S., the following grades comply with FDA regulation 21 CFR 177.1520 (Olefin polymers), paragraphs (c)3.1a and (c)3.2a, and may be used as articles or components of articles which are intended to contact foods, including use in articles used for packing or holding food during cooldug. LL -8302.67 LL -8401.67 LL -5555.67 The following grades comply with FDA regulation 21 CFR 177.1520 (Olefin polymers), paragraphs (c)3.12L and (c)3.2a, and may be used as anicles or components of articles which are intended to contact food including use in articles used fo: packing or holding food during cooking, at temperatures not in excess of 212°F (1007). Finished food contact articles which contain these products may contact food only under Conditions of Use B through H desmbed in Table 2 of 21 CPR 176.170(c). LL -8555.24 LL -8556.24 LX -M9.24 The following grades comply with FDA regulation 21 CFR 177.1520 (Olin polymers), paragraphs (c)3.1a, and may be used as articles or components of articles which are intended to contact food except for articles used for pacldng or holding food during cooling. Finished food contact articles which contain these products may contact food only under Conditions of Use D through G described in Table 2 of 21 CFR 176.170(c), at temperatures below 1507 (65.6°C). 1 -ID -8660.26 ED -8661.26 HD -8760.27 HD -8761.27 NOV 15 U/ 10:56a APWP INC 9075635501 p,3 Rotational Molding Resins Food Contact Status Page 3 The following grades comply with FDA regulation 21 CFR 177.1520 (Olefin polymers), paragraphs (c)3.1a, and may be used as articles or components of articles which are intended to contact food, except for articles used for packing or holding food during cooldng, with these restrictions: - the finished article must be at least 18.9 liters (5 U.S. gallons) in volume. - the finished food contact article which contains this product may contact food only under Conditions of Use D through O -described in Table 2 of 21 CFR 176.170(c), at .temperatures below 150°F (65.6°C). LIf8360.27 LT •9460.26 LL8461.26 L7.8361.27 If you should have ally. questions, or if I can assist you further, please contact meat (281) 834- 0312. Sincerely yours, Steven 7. Potlock Regulatory Affairs Coordinator MUNICIPALITY OF ANCHOR4GE Development Services Department Onsite Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Permit Number: SW060316 Legal Description: SCHROEDER EAST BLOCK 3 LOT 7 Design Engineer: 0070 KND ENGINEERING Owner Name: THOMAS LIESENET Owner Address: PO BOX 230384 EAGLE RIVER. AK 99577 - Date Issued: Sep 27, 2006 Expiration Date: , 2007 Oc/I4,zW1 Parcel ID: 050-062-07 OP Site Address: 17144 CHARITY Lot Size: 24226 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (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. q1Z$ 10-1 ._.,, Received By Pro IT 70 SE fxIVAIDF._ 4 rc,-z s1NfY/r%f%v t/q� Z AvlE.Er- YCRMIT W19-t-E,tP-'AC OA/ Q-4a`r2 r 2cl,',o7 up Uvu �. Date: � a o 6 Issued By. Date: Municipality of Anchorage • Development Services Department ° Building Safety Division " ;;• ; On -Site Water and Wastewater Program _ 4700 Bragaw Street : " "' P.O. Boz 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. b�0-Oh9 -D? Property phoneC-230 -7871 Mailing address a .&X Zip Code 99S -o? 3 Site address IT/ �-`t Cha rr`l ;, & rg-% 6Vt'0N Zip Code `l S 7 7 V Legal description (Sub'd, Block &Lot) ._�cizroQafe r FYsT,( / tn a'7 Legal description (Township, Section & Range) Lot Size a 4(as Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ED Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. 7-1 (Signature of property owner or authorized agent) Permit/Rush Fees: _/ W Date of Payment: ql0 501., Receipt Number: d/n�rJO i� (Rev. 11/05) ��— Waiver Fees: Date of Payment: Receipt Number: T f00 lro m Ira C, C.o v e TSf :&-jw relver /i/1C -fro M LOT 4 / LOT 3 '-PROPOSED WELL 4vr L^j— — SEWER EASEMENT 162 6 P ............ 9 YO a••� JOHN L. ,SCHU Q p'•., LS -10408 0000p•,f, �s o ��400000 ANCHORAGE RECORDL\G DISTRICT PLOT PLAN OF: / / / v LOT 743-rv-): BLOCK LOT 6 CHARITY CIRCLE SCIIROEDER SUBDIVISION EAST ADD. D LOT711LOCK3 PLAT70-152 ENGINEERING, INC. SURVEY CERTIFICATION: 1. John L. Schuller, have conducted aphysicalamr oft'sp, aashownonthis 20441 PTARMIGAN BLVD. the PdrawrOgand Nat thend no menthe are within EAGLE RIVER, AK 99577-8736 Ne property line end no rneroachmenb exist other than norm EXCLUSION NOTES:lt is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. RX ORDER R &48ER. wm I 25. 2008 '1'40' - (907)868-3791/FAX (907)868-3793 SEPpwn>tneoecror 06-101 •�• ��• AS NW352 0601/28 J I LOT 8 LOT 9 1�� IOd NOTE: 11 1) It is the contructoee responsibility to check top of foundation grajde and building setbacks in relation to the lot line and easements. 2) Well to be at least 75' from existing sewer line and at least 100' from sewer h1.11. SCIIROEDER SUBDIVISION EAST ADD. D LOT711LOCK3 PLAT70-152 ENGINEERING, INC. SURVEY CERTIFICATION: 1. John L. Schuller, have conducted aphysicalamr oft'sp, aashownonthis 20441 PTARMIGAN BLVD. the PdrawrOgand Nat thend no menthe are within EAGLE RIVER, AK 99577-8736 Ne property line end no rneroachmenb exist other than norm EXCLUSION NOTES:lt is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. RX ORDER R &48ER. wm I 25. 2008 '1'40' - (907)868-3791/FAX (907)868-3793 SEPpwn>tneoecror 06-101 •�• ��• AS NW352 0601/28 B 9 70 �7�2 • '� Municipality of Anc On -Site Water and Wastewater gra 0 2015 D (907)343-7904 a 3 sare,v CERTIFICATE OF ON-SITE SYST PPRO /[�1 69L9 Parcell.D. 050-062-07 1. GENERAL INFORMATION J Expiration Date: � `�—e 5 Complete legal description SCHROEDER EAST BLOCK 3, LOT 7 Location (site address) _17144 CHARITY CIRCLE EAGLE RIVER AK 99577 Current Property owner(s) ARLEY & RENA MARIE PAULUS Day phone Mailing address Real Estate Agent 27 BERGDORF PARISH NY 13131 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS:''}] Day phone 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: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 4 , Date of Payment W16/15 Receipt Number C)q&or! COSA# Q`aG15l�y Date: Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INjWV.Ca.JPN BY ENGINEER opqw- 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 ARCTERRA CONSULTING, INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 7/4/15 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 future �+►�\ occupants or can ArcTerra guarantee that no unseen OF AL\ • encroachments, deficiencies or discrepancies exist. / 4. 1 1A Sf`( � ,l a Trr , 6. DSD SIGNATURE System #1 Approved for bedrooms. System #2 Approved for bedrooms. Disapproved. ? KENNE7`H Di. DIFFUS' n 16 / ,; o ' y '1 �0NNS i Conditional approval for bedrooms, with the following stipulations: tkV lOF A By: Original Certificate Date: 7 The"M nicipality- A rage Development Services Division (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the Stale of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 7WAiIF_[9:11'TA?k&5 COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue shee"O-10-12.dw If more than 7 4%tic system is on the lot: COSA Checklist # of Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: SCHROEDER EAST BLOCK 3, LOT 7 Parcel ID: 050.062-07 A. WELL DATA Well type PRVT Date completed 9125120 Total depth 310 ft. Date of test Static water level Well production If A, B, or C provide PWSID # 07 Sanitary seal (Y/N) Y Cased to 50 ft. FROM WELL LOG 9125/2007 69 ft. 1 9— p.m- WATER SAMPLE RESULTS: Coliform 11 colonies/100 mL Nitrate ' mg/L Arsenic: -AL& ug/L Date of sample: 612912015 B. SEPTIC/HOLDING TANK DATA — PUBLIC SEWER Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 24 in. AT INSPECTION 6/2912015 55 ft. 0.22 g.p.m. Collected by: ARCTERRA Tank Type/Material Date installed Tank size _ gal. Number of Compartments Cleanouts (Y/N) Foundation cleanout (Y/N) Depression over tank (Y/N) High water alarm (Y/N) Date of pumping Pumper C. ABSORPTION FIELD DATA Date installed Soil rating (g.p.d.W or felbdrm) _ System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption area ft? Monitoring tube Depression over field Date of adequacy test Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test _ in. Water added gal. New depth_ in. Elapsed Time: _min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at _ in. Datum Size in gallons "Pump off" level at _ in Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot NA Absorption field on lot NA Public sewer main 75'+ Sewer /septic service line 25'+ Animal containment areas 50'+ SEPTIC/HOLDING TANK ON LOT TO: PUBLIC SEWER Building foundation Water main Wells on adjacent lots Property line Water service line ABSORPTION FIELD ON LOT TO: PUBLIC SEWER Property line Water Service line Curtain drain F. COMMENTS '800 -Callon water storage in aaraae Manhole/Access (YM) High water alarm level Meets alarm & circuit requirements? On adjacent lots NA On adjacent lots NA Public sewer manhole/cleanout 100'+ Holding tank NA Manure/animal excrete storage areas 100'+ Absorption Surface water Building foundation Water main Surface water Wells on adjacent lots Driveway, parking/vehicle storage AW G. ENGINEER'S CERTIFICATION Ar<�� OF ALFf, i certify that t have determined through field inspections and review of / 4 TH Municipal records that the above systems are in conformance with MOAPF- COSA guidelines in effect on this date. / in. Af Engineer's Printed Name KENNETH M. DUFFUS rcEvnr r id Date 07/0412015 COSA canary sheet_2-e-15.doc Municipality of Anchorage s , Development Services Department Building Safety Division 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) # 151352 During a recent COSA on-site inspection and test of the potable water supply well on Block 3, Lot 7 of Schroeder East subdivision, the well's productivity was determined to be 0.22 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 2 -bedroom residence is 0.2 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. Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsile (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 050- 0(0A- 0:7- 1. GENERAL INFORMATION COSA# Qq 03y y Expiration Date: / - % P- - / O Complete legal description SCHROEDER EAST, BLOCK 3. LOT 7 ❑ Public Water System ❑ Location (site address) 17144 CHARITY CIRCLE + EAGLE RIVER, AK 99577 Current Property owner(s) THOMAS LIESENER Day phone 694-7773 Mailing address 17144 CHARITY CIRCLE ' EAGLE RIVER, AK 99577 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: 2 3. TYPE OF WATER SUPPLY: Individual Well a Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site ❑ Individual Holding tank ❑ Community On-site ❑ Public Sewer N 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 sbpply 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. 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 Finn GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, VD. 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 at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local 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 that 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 _I/Approved for .2— bedrooms. Disapproved. Phone 337-6179 Datef D b b j Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineers Report ( Other A. Car ess:' ON-SITE , c WATERAND WASTEWATER PROGRAM ' By:4111540'� Original Certificate Date: (Rev 1105) � Municipality of Anchorage Development Services Department 14 \\ Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL ,CHECKLIST Legal Description: SCHROEDER EAST, BLOCK 3, LOT 7 Parcel ID: 090-06-2-0-7 A. WELL DATA Well type PRNATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 9/25/2007 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 310 ft. Cased to 50 ft. Casing height (above ground) 24 in. Date of test Static water level Well production FROM WELL LOG 9/25/2007 AT INSPECTION 12/20/2007 69 g, 85 ft, 1 g.p.m. •0.28 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mi Arsenic: PJ]ag./L. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Tank size gal. Number of •800 GALLONS IN STORAGE Nitrate 1 .: mg./L. Other bacteriacolonies/100 mi. Date of sample: 9/29/09 Collected by: GEG Ltd. PUBLIC SEWER Date installs Foundation cleanout over tank (Y/N)_ Pumper, C. ABSORPTION FIELD DATA Date Installed Soil rating (g.p.d./ft2or ft'/bdrm)_ System type Cleanouls (Y/N) High water alarm (Y/N) Length - ft. Width ft. Gravel belo 'pe' ft. Total depth ft. Eff. absorption area_ ft' Monitoring to _ Depression over field Date of adequacy test Resul s Faip For bedrooms Fluid depth in absorption field bei _ in. Water added gal. New depth —in. Elapsed Time: in. Final fluid depth_ in. Absorption rate >= g.p.d. treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at—in. E. SEPARATION DISTANCES Size in gallons Manhole/Access "Pump off level atm .High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot N/A Absorption field on lot N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line Absorption field Water main Water Surface water PUBLIC SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Water service line F. COMMENTS G. ENGINEER'S CERTIFICATION Building foundation Wells on adjacent lots SEWER Driveway, parking/vehicle storage 1 certify that 1 have determined through field inspections and a !' review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS �apo44 Date Olt, k)A 0 eJ COSA Fee A L 9d Waiver Fee $ Date of Payment [ G 1 (o o Date of Payment Receipt Numberd�-? 3 a i 5 Receipt Number (Rev. 11/05) ts .:' CE -7953 b•1p9FcAd P1oresslodoo SCS ReEN 1095280001 Client Name Garness Engineering Group, Ltd Project Name/p Schroeder East; L7,133 Client Sample ID Schroeder East; L7,B3 Matrix Drinking Water Sample Remarks: Printed Date/Time Collected Date/Time Received Date/Time Technical Director 10/052009 12:21 09292009 9:35 09292009 13:50 Stephen C. Ede Allowable Prep Analysis Parametcr Results PQL Units Method Container ID Limits Date Date Init Metals by ICP/Ms Arsenic Waters Department Total Nitrate/Nitritc-N Microbiology Laboratory Colony Count Total Coliform Fecal Coliform ND 5.00 ug/L EP200.8 C (<10) 0929/09 10/02/09 NRB 1.50 0.100 mg/L SM204500NO3-F B (<IO) 09/30/09 LCE 0 col/lOOmL SM209222B A (Q00) 0929/09 DLC 0 coUlOOmL SM209222B A (<I) 0929/09 DLC 0 coVI00mL SM209222B A (<I) 0929/09 DLC Municipality of Anchorage �( Development Services Department Building Safety Division On -Site Water& Wastewater Program " 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650- www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. _ %%COSA# 1. GENERAL INFORMATION Expiration Date: Complete legal description SCHROEDER EAST BLOCK 3 LOT 7 Location (site address) 17144 CHARITY CIRCLE * EAGLE RNER AK 99577 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address THOMAS LIESENER Day phone 694-7773 17144 CHARITY CIRCLE ' EAGLE RIVER AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 2 Day phone Day phone 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 0 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 data 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 Cldss A or B wells or a public water system. The Municipality of Anchorage is not resppnsible for errors or omissions in the professional engineer•s.work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto end as of the validation date shown below,) verify that mylines,for this showinvestigation, the based o water supply antd/ r wastewater disposal ssystelihed in the Certificate of lm is (are) safe,te Systems functional Approval ctional and adequate.. ppl)pation, for the number of bedrooms and type of structure indicated herein. I further verify that based on the informatidn obtaiged from the Municipality of Anchorage (les and from myinvestigation and able Municipal on-site water supply and/or wastewater disposal system is(are) in compliance with all app and State codes, ordinances, and regulations in effect at the time of installation.. . GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 'Name of Finn . Address 3701 E. TUDOR ROAD, SUITE. 101 ' ANCHORAGE, AK 99507 A. GARNESSP.E. Date Engineer's Printed Name JEFFREY , 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 at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local 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 fest results do not guarantee future performance of the system, nor do they guarantee that 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 isted sole benefit of the owner or party is not aluthorized above.Any will reliance it confer an legal right thisreportby any other 5. DSD SIGNATURE \/ Conditional approval for bedrooms, with the flowing stipulations: V Vry "I I I. . - WASTEWATER PROGRAM Attachments: o/ COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory _�� Supplemental Engineer's Reort Nitrate Advisory Other Original Certificate Date: 8 By: (Rw. 7105) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water& Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsile (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: SCHROEDER EAST BLOCK 3 LOT 7 Parcel ID:�$__ _ 0 �n_Z . p 7 A. WELL DATA Well type PRIVATE If A. B, or C provide PWSID# N/A Date completed9 25 2007 Sanitary seal (Y/N) YES Total depth 310 ft, Cased to 50 ft, FROM WELL LOG Date of test 9/25/2007 Static water level 69 g Well production 1 9 -P.M. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: 0.887 ug./L. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 24 in. AT INSPECTION 12/20/2007 85 ft. •0.28 g.p.m. '800 GALLONS IN STORAGE Nitrate 0.10 mgJL. Other bacteria 0 colonies/100 ml. Date of sample: l2 19 2007 Collected by: LEG Ltd, PUBLIC SEWER Date InstaltQ _ Tank size gal. Number of Foundation cleanout (Y/Nle —M- C. ABSORPTION FIELD DATA Date Installed Soil rating (g.p.d./ft'or ft'/bdrm)_ Length ft. Width Total depth ft. Eff. absorption area_ ft' Date of adequacy test Resul Fluid depth in absorption field�i Elapsed Time: in. overtank(Y/N)_ Pumper in. Cleanouts (Y/N) High water alarm (Y/N) System type ft. Gravel belo pT, ft. Aonitoring to Depression over field r�Fall) Water added gal. Final fluid depth _ in. Absorption rate For bedrooms New depth _in. treatment (past 12 mo.) (Y/N & type) If yes, give date ... D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N h water alarm level at in. "Pump on" level at n. "Pump off" leve — H 9 rinfnm Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: 100'+ Septic tankllift station on lot N/A On adjacent lots Absorption field on lot N/A On adjacent lots 100'+ 100'+ Public sewer main 75'+ Public sewer manhole/cleanout Sewer /septic service line 25� Holding tank N/A 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line Absorption Water main Water se nem Surface water W os PUBLIC SEWER ta�MMSEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Water service line _ F. COMMENTS G. ENGINEER'S CERTIFICATION Building foundation _ Wells on adjacent lots Driveway, parking/vehicle storage 1 certify that 1 have determined through field inspections and ;., 4 ,.,� . ...........:.°• review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this .............. O e fr y A. ness: date.5 Engineer's Printed Name JEFFREY A. GARNESS Q�4 c 1 /g9jo I p.3 4�Ded Prof essf000�o Date `► �440000� COSA Fee 3 7 J 9 Date of Payment % /% / O g Receipt Number (Rev. 7 V05) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program ' • " 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Health Authority Approval # 080006 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 3, Lot 7 of Schroeder East subdivision, the well's productivity was determined to be 0.28 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 2 -bedroom residence is 0.20 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 Health Authority Approval. ANALYTICA GROLT Gamess Engineering Group, Ltd. Atm: Jody GEG, Ltd. 3701 E Tudor Road, Suite 101 Anchorage, AK 99507 907-337-6179 Fax: 907-338-3246 Client Sample ID: 1228/2007 Sampling Location: 17144 Charity Cir Client Project: Private Well Testing Sample Matrix: Aqueous CDC #: 61341 PWS#: Residual Chlorine: Comments: Analytica International, Inc. 4307 Arctic Blvd. Anchorage, AK 99503 Phone: 907-258-2155 Far: 907-258-6634 Report Date: 1228/2007 Receipt Date: 12/192007 Sample Date: 12/192007 Sample Time: 10:40:OOAM Collected By: KM Flag Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B - Present also in Method Blank FI = Exceeds Regulatory Limit M = Matrix Interference J = Estimated Value D = Lost to Dilution •• = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Lab#: A0712187-OIA Analysis Metbod Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analvst 92228 (Aqueous) - Membrane Filtration MF Test Bacteria, Other 4NRL CFU/IOOmL 1.0 Total Coliform <MRL CFU/IOOmL 1.0 / !: Analytica-Anchorage 12/19200712/19200TL 12/ 19200712/ 192007'L Lab#: A0712187-OIB Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst "00.8200.8 (Aqueous) - Family Well Water I Test was condin Arsenic 0.887 ug/L 0.15 10 200.8 by: Analytica - Thornton 122120071221200,DY Lab#: A0712187 -OIC Analysis Method Prep Prep Analysis Parameter Result Units Flags bIRL MCL Alethod Date Date Analvst Nitrate as N <MRL mg/L Reported by: Rob Gustafson, Laboratory Project Manager 0.10 10 Page 1 of 1 was conducted by: Analytica - Anchorage 1221/200712/212007AJ E O cn