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HomeMy WebLinkAboutTERI #2 TR D3Teri Tract 050- 75 ! -43 Wasilla, AK 99654 (907)376-2041 Name: Shane & Kristina Brown Address: 3821 Harca St City: Eagle River State: AK Zip Code: 99577 Well Site: Teri #2 Tr D3 tot/Block: Additional: Well Depth: 121 ft. From: To: Formation: 0 23 sand/gravel/silt Below Ground: 119 ft. 23 57 silt/gravel/cobble Above Ground: 2 ft. 57 62 damp silty gravel Gal/Min: 15 62 72 dry grave/silt 72 77 wet silt/gravel Static Level: 84, 77 81 gravel/water 81 86 damp silt/gravel Casing: 121ft. of 6 in. x .25 in. steel 86 87 gravel/water silty87 90 damp silt/gravel Liner Pipe: N/A 90 113 damp silt/cobble 113 121 gravel/water Screened: N/A Perforated: N/A Grouted: Yes Depth: N/A f WATER QUALITY TESTING I Coliform _-IU.1)_____ CoV100ML Develop. Method: Air ?Nitrates . 6a Arsenic _ -31 Use of Well: Residential Drilling Method: Rotary Misc: Other: Chlorinated The well was pumped 5' off the bottom with 100% draw down for 2 hours and recovered at 15 . Date Drilled: 5/21/2020 Driller: Ben Mattson (907) •• r • IInstallation• 1; Well Drilling Permit Number: SW OSP201124 Date of Issue: 05/19/2020 Parcel Identification Number: 050-751-43-000 Legal Description Property Owner Name & Address: Teri #2 Tract D3 Shane Brown 3831 Harca St Eagle River, AK 99577 I Pump Installation Date: 05/24/2020 Pump Intake Depth Below Top of Well Casing: 115 feet Pump Manufacturer's Name: Meyers Pump Model: 3NFL72-12-P4-01 Pump Size 3/4 hp Pitless Adapter Burial Depth: 8'6" feet Pitless Adapter Manufacturer's Name: Campbell I Pitless Adapter Installer: unknown IWell Disinfected Upon Completion? ✓❑ Yes ❑ No Method of Disinfection: chlorine I Comments: Pump Installer Name: Wheaton Water Well, Inc. 1190 N. Wasilla-Fishhook Road Wasilla, AK 99654 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Development Services Department Building Safety Division GE BV On -Site Water & Wastewater Program <a 4700 Elmore Road z P.O. Box 196650 Mark Begich Anchorage, AK 99507 s r E T Y Mayor www.muni.org/onsite (907) •• r • IInstallation• 1; Well Drilling Permit Number: SW OSP201124 Date of Issue: 05/19/2020 Parcel Identification Number: 050-751-43-000 Legal Description Property Owner Name & Address: Teri #2 Tract D3 Shane Brown 3831 Harca St Eagle River, AK 99577 I Pump Installation Date: 05/24/2020 Pump Intake Depth Below Top of Well Casing: 115 feet Pump Manufacturer's Name: Meyers Pump Model: 3NFL72-12-P4-01 Pump Size 3/4 hp Pitless Adapter Burial Depth: 8'6" feet Pitless Adapter Manufacturer's Name: Campbell I Pitless Adapter Installer: unknown IWell Disinfected Upon Completion? ✓❑ Yes ❑ No Method of Disinfection: chlorine I Comments: Pump Installer Name: Wheaton Water Well, Inc. 1190 N. Wasilla-Fishhook Road Wasilla, AK 99654 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT s ''d 907-343-7904 On -Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Well Decommissioning Lo Legal Address: Subdivision Teri #2 Block Lot D3 -i- 14N R 1E Section 33 Lot na.t D3 On-site Water & Wastewater Section certified contractor performing the well decommissloni Name: Brian Wille Signature: Company: Wheaton Water Well, Inc. Well decommissioning date 05/20/2020 Method of decommissioning: AMC 15.55.0601-1 a. ❑ b. ❑ C. 3 Location: Use the space below to provide a drawing of the property showing the following items: • North arrow • Decommissioned well location • Location of other water wells on the property Two separate swing -tie distances for each well shown on the drawing Note: The swing -tie distances shall be measured from either permanent structures or the property corners. r r "4;" \ "n v ,t � t I G:\Development S¢Nices\Bullding SaTety\On Site Water and Wastewatenhormmuttent 1-ormswiiall uecommisloning To". cc MUNICIPALITY OF ANCHORAGE n,enc On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road {t� I-6650 Phone: (907) 343-7904 Fax: (907) 343-7997Anchoraee, Alaska 99519 http://www.muni.org/onsite \o� v 4av2E� K t)ehil l'hfl Ln[ On -Site Water System Permit Permit Number: OSP201124 Effective Date: 5/19/2020 Work Type: Well Upgrade Expiration Date: 5/19/2021 Tax Code Number: Site Legal Address: TERI #2 TR D3 G:0704 Site Mailing Address: 3831 HARCA ST, Eagle River Owner: BROWN SHANE E & KRISTINA L Lot Size in Sq Ft: 88363 Design Engineer: Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy I] 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: The existing well is not allowed to be subsurface (pit well). If it is not decommissioned, it must be brought above grade and protected with bollards or similar. To close this permit please submit: 1. Well Log 2. Pump Install Log 3. Water sample results 4. Well Decommissioning Log Received By: �� c�yL( �/lGt Date: 5 Z C� issued By: �,(J Date: �� 0 Development Services Department \ rl Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. C50 -- r1,`� ( ` `T Property owner(s)(� hay _' .? kr) e,' 17 h>j 6 1���� yl Day phone b114 -ob IJ Z Mailing address �3 X 3 J I Likk 22 S j2i✓C Site address 39'31 J--OJ1fGL Legal description (Sub'd., Block & Lot) (�,e � ; -k Z T kac;i D� Legal description (Township, Range & Section) Lot Size ?8.3( 3 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank ElUpgrade Duplex (D) ❑ Holding Tank ElRenewal ❑ 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. (Signature of property owner or authorized agent) 0 Permit/Rush Fees: Z? Waiver Fees: Date of Payment: /1 '117- 0 2- 0 Date of Payment: Receipt Number: ZS ( 3)r,?— Receipt Number: Permit No. S �20 0 Z� Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastevrater\Forms\Client FormsTermit Application.doc 60, a Ab, COVVIED am, aro'/ CARPGRT 9 ex 2, GRAVLL I CA a, k 1 +'0' D/W C 7 Q Ci : . .... A -70 frnk L 61 /9 e r 4z I. -T) a-PIce, TRAC D-3 I LUI 14 ew b` clC; 0 m t f ve. M pate ana za af e. -h:) �rldtko 70' to -rhe atOfeIftV bm w ANCHORikGr RECORDING DISTRICT .ASBLI!3'OF: TERI SUBDIVISION, ADD. 2 S /J- 9 0 W Municipality of Anchorage Development Services Department Building Safety Division ~ On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP101185 PID Number: 050-751-43 Name: .IAMF,~ D. ,~MITH Wastewater System: [] New [] Upgrade Address: 3831 HARCA ST.. EAGLE RIVER. AK 09577 ABSORPTION FIELD Phone: Number of Bedrooms: 4 [] Deep Trench i-I Shallow Trench [] Bed [] Mound [] Other: ADVANTEX LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 2.0 GPD/Ft2 10 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: TRACT D 3 TERI #2 4 Ft. 6.0 Township: Range: Section: Fill added above original grade: Gravel Length: 2.49 - 3.2 Ft. 35 Ft. Well: [] New [] Upgrade Grave~ width: Number of lines: Distance between lines: 3 Ft. 1 -- Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private-Existing Ft. Ft. 420 Ft2 D3034 Driller: Date Drilled: Static Water Level: Installer: Date Installed: Ft. A+ 10/18/2010 Yield: GPM Pump Set at: Ft. Casing Height Above Ground: Ft. TANK SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~ To Septic Absorption Lift Holding ~ublic/Private Manufacturer: Capacity: Tank Field Station Tank Sewer Line Anchorage Tank 1500 GaL Material: Number of Compartments: we, 100'+ 100'+ 100'+ NA 25'+ Steel 2 k . Surface Water 100'+ 100'+ 100'+ NA ~ / LIFT STATION Lot Line 5t't- * 2'+ 5'+ NA/~ Size: Manufacturer: 1500 Gal. Orenco - Anchorage Tank Foundation 5*+ 10*-F 5'+ NA "Pump on" level at: "Pump off' level at: in. High water alarm at: TIMER in. ACTIVATED 46" in. Curtain Drain NA ** 50'+ NA NA Pump Make & Model Electrical Inspections performed by: Franklin 2445040 l17-1/2hp MOA Remarks: · WR#OSP101186 **None known. Previously existing BENCH MARK Location and Description: septic tank was removed and decommissioned per UPC. Back door sill Assumed Elevation: 100 Pt. Engineer's Stamp ~, ~./ "~t~ Inspections performed by: ArcTerra Dates: 1st 10/18/2010 ~ ..*;/4 0 ~. :~.__..~..~ __~.~ 2® 10/18/2010 Development Services Department Approval ~~.,s,/~ ,//,/ ' ' ' ~"'" ~ ~"~ ,.~v. ,:/Go>Reviewed and approved by: ./,,--'--"-" -_--/' //'-/. )-/~C~ Date:/0-2 7-/O AS-BUILT SYSTEM DETAILS/SITE PLAN Permit OSPlOl185 TERI fi2 TRACT D3 PID~ 050-751-43 ~ 4.2' ~ ~ _~ SCALE~ 1' ~^-c=s5,o' ~ ~B-C-17,5 ' ~, A-D=31,O FIN^L GRADE ~B-D=30,5' = ' ' I ~A- E = 57,5' ~ ..~ ~ ~ w~ I ~ i SEWER R~CK ' ~"" '" I ~ ~' ~'~" ~ ~. ./~....~ ~ND~BOUNDARY ~': BMW ~ ~Ne: STAKING m;~: KMD ~ ~--- ~ ~ *~,L,= O*m 10/25/2010 " ~~~ ,~ mm: FILE ~ No.: 10-160 · AK. 99577 I ' 1500 GAL ~ . -~- / 18/26/2018 10: 4i 9078683793 OCT-8?-80J. 0 ¢~¢~:~0 From: PAGE 02/02 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System OSP101185 05075143000 Septic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Upgrade Permit Effective Dates: September 17, 2010 to September 17, 2011 Design Engineer: ARC TERRA CONSULTING INC Subdivision: TERI #2 Site Legal Address: TERI #2 TR D3 G:0704 Owner/Address: SMITH JAMES D PO BOX 36 LENGBY MN 566510036 Permit Site Mailing Address: 3831 HARCA ST, Eagle River Lot Size in Sq Ft: 88363 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The trench must maintain 7' separation from sonatubes. The asbuilt is to show sonatube location. Received By:. Date: Issued By: Date: Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchorage, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:l/www.muni.or,q/Onsite Development Services Department On-Site Water and Wastewater Pro.qram VARIANCE/WAIVER REVIEW Waiver/C: OSP101186 COSA#: PID#: 050-751-43 Legal Description: Teri #2 Tract D3 Engineer: ArcTerra Permit: OSP101185 Applicant: James D. Smith Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 2.0 feet. A waiver from an excessive slope is approved to 35 feet. A third waiver is approved to allow the field to be 7 feet to the deck sonotube. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Name of Reviewer Rec~: 04565C Amount: ,$200.00 Date Paid: 913110 **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 vvww.muni.org/onsite (907) 343-7904 ON-SITE SEVVER/VVELL PERMIT APPLICATION v,,.,'.,..- Of PlOIl 6 FORA SINGLE FAMILY DVVELLING Parcel I.D. 050-751-43 Property owner(s). JAMES D. SMITH Mailing address PO BOX 36 LENGBY, MN Site address 3831 HARCA STREET, EAGLE RIVER Legal description (Sub'd., Block & Lot) TERI #/TRACT D3 Legal description (Township, Range & Section) Lot Size 88,363 Sq. Ft. Day phone Zip Code 56651 Zip Code 99577 Number of Bedrooms 4 THIS APPLICATION IS FOR ([~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] 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. ARCTERRA (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: September 3, 2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Septic Upgrade & Waivers - Teri Subdivision #2, Tract D3 The owner has requested we proceed forward to obtain a septic permit to upgrade and replace the existing septic system for the subject lot. Due to the limited area for the proposed upgrade and existing characteristics of the lot, a lot line waiver to 2' of property line is requested along with waivers to slopes in excess of 25%. Please see attached profile slope drawing per MOA April 7, 2004 Slope Setback Memo. On August 27, 2010 a testhole was performed for the proposed system. The results of this test are attached. The portion of this lot where the septic upgrade is to be installed has slopes of 0-1% with slopes in excess of 25% along the western portion of the property. We have designed our system utilizing the testhole we excavated for the 4- bedroom house. The lot is served by an individual well located in the central portion of the lot. We propose to install a 2' wide deep trench with an Advantex Treatment System. Water was not encountered during the excavation or monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. September 3, 2010 Teri #2, Tract D3 Page 2 of 2 If you have any questions, please contact me at 868-3792/FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test Owner/Contractor Specs 20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793 :'~- ~ .~,~.~r .~ 212E. SlStAve, Anchorage,AK-99503 ""~';;~,°°~"2k~,,, ; X~?~,flOffice'~;° ,"~ -- (907)868-3791, Fax (907)868-3793 September 14, 2010 Deb Wockenfuss Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Teri Subdivision Add. No. 2 Tract D-3 - Foundation Separation Per your permit review, we are requesting along with the slope and lot-line waivers that a ?'waiver to foundation (sono tube) be granted at this time. Construction of the absorption field in the consolidated GM silty soils would have no direct impact upon the sono tubes of the covered deck. The absorption system will be over 10' from the main house foundation. Due to the limited septic upgrade area, the submitted design is attended to maximize the available area. The minimum required length with 6' of effective is 25'. As noted on the design, the designed length is notably longer. If you have any questions, please contact me at 868-3792 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. /ELL a WASTEWATER DISPOSAL SYSTEM gETAILS/SITE PLAN TERI SUBD, ADD NO,2, TRACT D-3 NO PUBLIC WELLS WITHIN ~00' OF PROPOSED SYSTEM, NO PRIVATE WELLS WITHIN ~00' OF PROPOSEB SYSTEM EXCEPT AS NDTEB. ND SEPTIC SYSTEMS WITHIN ~00' OF PROPOSED WELL EXCEPT AS NOTED. Scc[e~ 1"= 100' PAGE 1 OF 4 i' I COUPUIED: DR^W.: BMW C~EC~D= KMD D^TF.: 9/3/10 SD: SE704 ~ .o..' 10--160 ^c~ eta FILE A~ILT: SCHULLER ST,~Ne STAKING FIELD BOOKS SOUND^RY= BOUNDARY PREPARED FOR: JAMES D SMITH PO BOX 36 LENGBY, MN 56651 907-242-5494 DESIGN DETAILS 4 BORN X 150 GPO = 800 GPO 6>00 GPO/2 GPO PER SQ. FT, (ADVANTEX SYSTEM)= 300 SQ, FT (300 SF / ;2 x 8' GRAVEL) = ;25 FT, TRENCH USE i TRENCH - 40' (L) X ;2' (6/) X 6.O'(D) To~aL dep-th o? system is 10' max ?rom original grade, Total depth o? gravel below dis~cribu~ion pipe is 6,0' , NOTES: CONTRACTOR TO A3ANDON EXISTING SEPTIC TANK AND DRAIN FIELD, INSULATE TRENCHES 6/ITH ;2' HI) BURIAL FOAM, 3, CONTRACTOR 6/ILL ENSURE MAXIMUM ;27. SLOPE INTO SEPTIC TANK, 4, ADDITIONAL FILL 6/ILL BE ADDED OVER SYSTEM TO ACH[EVE MIN, 3' COVER IF REQUIRED. 5. CONTRACTOR 6/ILL ENSURE ALL SEPARATIONS TO ADJACENT 6/ELLS & SEPTICS, EASEMENTS, & OTHER SETBACK REQUIREMENTS. WASTEWaTER DISPBSAL SYSTEM SETAILS TERI SUBD, ADD NB,2, TRACT D-3 PREPARED FDR: JAMES D SMITH PO BDX 36 LENGBY, NN 56651 907-842-5494 FIELD BOOKS ~Pu~: e~ND~Y: BOUNDARY ~^~= BMW ~Nm STAKING ~E~: KMD ~ILT: SCHULLER ^c~ e~ FILE 9/.3/10 SE704 No.: 10--160 SccLe: 1#: 30' PAGE 8 OF 4 AdvanTex Treatment System AX 20 Seri~s - Mode la Inlet Riser/Lid 2" Dia. Vent AdvanTex 90'~ inlet ~p~-'~~ LAdvanTex Filter Top View Filtrate Return Line z~--Discharge Filtrate ~--Min. 23" Dia. Tank Opening 30" Dia. Riser/Lid Side View Biotube® Pump Package Discharge Filtrate nRENCE] PACKAGE SYSTEM: 1/8"/ft.) LI End View 1, INSTALL 1500 GAL SEPTIC TANK ~// INTEGRATE]] ADVANTEX SYSTEM- BR TANK WILL BE SIZED PER ANCHFIRAGE TANK FFIR A 4 BDRM RESIDENCE, 2, INSULATE TANK, EXCEPT BELOW ADVANTEX PADS TFI ALLBW HEAT TRANSFER, 3, NB AIR LINE REQUIRED, PREPARED FOR: JAMES ]]SMITH PD DBX 36 LENGBY, MN 56651 907-848-5494 FIELD BOOKS 80UND^RY: BOUNDARY STAK,NO: STAKING ^S~U~LT: SCHULLER D~. RLE: ^CAD ~t~: FILE ~Server~Storage~WELL & SEPTIC - Filed By Legal~Teri Subdivision~Tract D-3~dwg¥OO44As-B.dw, Recirculating Splitter. . Valve (RSV) with Quick Disconnect ScaLe: NTS PAGE 3 DF 4 WASTEWATER DISP~ISAL TRENCH DETAILS TERI SUB]D, ADD NO,2, TRACT I)-3 CLEAN DUT -4' MONITDRING 4' MONITORING~ TUBE TUBE FROM SEPTIC ~ ·~_ ~o~ TANK ' ~ 4' PERFORATED DISTRIBUTIDN LINE 40' PLAN VIEW DEEP TRENCH DETAILS SCALE, NTS TRENCH SECTION ~. ~...~__ ~:~:,: ......... ~= ~ , NDTE~ BDTTDH DF SEWER DRAINRDCK ~uS ~:~ 6,0' s[~[~ ~OCK MUST BE 4+ FEET ABDVE R~ GRaUNDVATER AND ~+ FEET ABOVE R~ ~EDRQCK. ~ ~ :~ ~: X~ SCALE~ NTS 2.0' ' 35.0' - PROFILE SECTION ~~~ PAGE 4 DF 4 ~_ SCALE: 1 "= 1 O'  PO BOX 36 ,oo s ~~~ ~: SE70~ ~\Server\Storage\WELL & SEPTIC - Filed by Legal\Terl subdivlslon~Trac{ D-3\dwg\10044As-B.dwg : ~ st :..~. ~ .~,~..~ ~?,~ 212 E. 51 Ave, Anchorage, AK. 99503 '--6~%~, *~:~¢~ Office (907) S68-3791, Fax (907) 868-3793 Performed for: Don Smith SOILS PERCOLATION TEST Date Performed: 0s/25/20~0 Project: Depth Teri S/D #2 Tract D3 ORG/OL TEST HOLE # TH 10-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- GM w/boulders to 2' B.O.H. HOLE PRESOAKED PRIOR TO TESTING Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 9/3/10 Reading Date Gross Net Depth to Net Time Time Water Drop 1 8/27/10 1:00 - 6,, _ 2 1:30 30 min 4 8/16" 1 8/16" 3 * 1:30 - 6" 4 2:00 30 min 4 8/16" 1 8/16" 5 * 2:00 6" 6 2:30 30 min 4 9/16" 1 7/16" 7 8 9 10 11 12 · Water Added Percolation Rate 21 (min/in) Perc Hole Diameter 6" Test Run Between 4.5 feet and 5.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ANCHORAGE AREA BO"" SH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL INSIDF LENGTFI _ MANUFACTURER/,'~27]'-¢ )¢?~¢('E¢',1¢ NUMBER OF . MATERIAL("~C:rI(/?~(~ ¢~/~¢/~, COMPARTMENTS ~'; ~ __ INSIDE WIDTH~.~'; ~ __LIQUID DEPTH ~--- LIQUID CAPACITY // (~ ~)'-~ GALLONS. SEEPAGE PIT: NUMBER OF PITS ADDITIONAL ABSORPTION DIAMETER_ OR WIDTH ]~-; LENGTH 1'_'~', DEPTFI CRiB SIZE: DIAMETER DEPTH~CZ__ DISTANCE FROM: WELL · ~ TOTAL EFFECTIVE ., NEAREST LOT LINE ~,O . ABSORPTION AREA (WALL AREA) '~ ~ _SQ. FT. WELL.: TYPE CONSTRUCTION DEPTH DISTANCE FROM: BUILDING FOUNOATION _ NEAREST NF-AREST SEPTIC LOT LINE SEWER LINE TANK SEEPAGE SYSTEM CESSPOOL _, OTHER SOURCES APPROVED __ DISAPPROVED__ · REMARKS DISTANCES: INSTALLED BY: (~/'~'X]~?/~-~(~' LOT SI_OPE: Form NO, EQ-031 DIAGRAM OF SYSTEM ~'Oc{ W da TIOkI GREATER ANCHORAGE AREA BOROUGH PERM I T 825 ¢' ¢-;TREET, ANCHORFIGE, FIK. DF t. 141r.:':~ I_ b. F"IE fr~.'l""l :E "~" ( ;:'00:,~57 ) fIPPL I CRl'4'f' L. OCRT l ON IIFIRVEY PUL.LEN I IRRCR STREET PO BO)( 96:1. LOT SIZE 694 '20~.~0 %OURP. E FEET MINIMUI'I DiS'I'RNCE BETI4EEN R NELL RND RNY ON'-SITL" SENRGE I)ISPO2;RL SYSTEM IS;, ~.00 I-EET FOR R PRIVRTE 14ELL¢ OR ft. 50 TO 288 FEIi;T FROM R PUBLIC: WELL DEPENDING UPON THE TYPE OF PUI~LIC 14ELL. ~4ELL. LOGS; RRE REL;4UIP, ED RND MUST BE I;~ETURNED TO THE DEPRI~TMENT 14ITl liN ]~0 DRYS THE 14ELI. COMPLETION, o"rIIER RIZ~]L.IIREMENTS MRY RPPL,Y. SPECIFICRTIONS RND CON~;TRUCTION DII-IGRFIMS fIRE I'/YRILFIBLE 1'0 INSURE PROF'ER INS;TKILLRTION, 2'. & L DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA 99577 · TELEPHONE6f14-2588 OWNER OF LAND ADDRESS /)a LEGAL I)ESCRII'TION~_ DATE - Started PERMIT NUMBER DEP'FIt OF WELL / -/,5' r-~)-, STA'rlC LEVEL OF WATER F'F. DRAW DOWN FT. -~ 7) GALS. PER ltR .~ o KIND OF CASING ~ ~ ~9 ~) / /d? KIND OF FORMATION: Fromm? ' · Ft. to- '-) Ft. From -~ ' Ft. to .'~ ~ Ft. From ,( ,',-~Ft. to_ l, if_Ft. ~z~j.~6o~?~4,x ,f Ih'om From /,.i~Ft, to_ / 6?~'Ft.. _~7 d ~Y i' ~qS?t~4~k, XI ~iom From /.) o Ft. to_ [ /~; Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft .... From Ft. to Ft. From __Ft. to_ Ft. From Ft. to Ft. From Ft. to Ft From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft Ft. Ft. From Ft. to Ft._ __ From Ft. to Ft. ___ From Ft. to_ Ft. From Ft, to ___Ft.___ From Ft, to_ Ft From ____Ft. to Ft From Ft. to__ Ft From____Ft. to Ft From Ft. to Ft From Ft. to Ft. From Ft. to Ft. From __Ft. to Ft MISCL INFORMATION: DRILLER'S NAME ' 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 vvww.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-751-43 COSA # f--" / (;/Z (¢ 7 ExpirationDate: /'- -- ¢,~ '~-- // GENERAL INFORMATION Complete legal description TERI #2 TRACT D3 Location (site address) 3831 HARCA ST., EAGLE RIVER, AK 99577 Gurrent Property owner(s) TAMES D. SMITH Mailing address PO BOX 36 LENGBY, MN 56651-0036 Lending agency Mailing address Real Estate Agent Mailing Address Un/ess otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 Day phone TYPE OF WATER sUPPLY: Individual Well', Individual Water Storage Community Class ~ Well Public Water System Day phone Day phone TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [] [] Individual Holding Tank [] [] Community On-site [] [] 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 ARCTERRA CONSULTING, INC. Phone 868-3792 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFLTS Date 10/2~/2010 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 encroachments, deficiencies or discrepancies exist. DSD SIGNATURE ~'"'~'~ Approved for Disapproved. bedrooms. Conditional approval for bedrooms, with the following stipulations: ~.: ON-SITE Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other (Rev. 11/05) ~C~ Original Certificate Date: Municipality of Anchorage Development Services. Departme nt Building Safety Division On-Site Water & Wa~tewater 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: TERI #2 TRACT D3 Parcel ID: A. WELk .DATA Total depth 173 ft. (Y/N)_Y Cased to 173 .ff. FROM WELL LOG 173 Date of test Static water level 112 Well production 14 WATER SAMPLE RESULTS: Coliform NE(; colonies/100mL Nitrate Amenic: ND .mg/I Date of sample: 10/0~/201_0 g.p.m. Casing height (above ground) 12+ in. AT INSPECTION 67 ff. ~93+ g.p.m. C= *'15.2 mg/L Collected by:. ArcTerta Tank Type/MateriaI. S~St-eel Date installed 10,//8/2010 Tank size 1500 gal. Number of Compartments _2 Cleanouts (Y/N) _ Foundation cleanOut (Y/N),Y_ Depression over tank (Y/N) __N High water alarm (Y/N) ¥ Date of pumping .NA - New Tank Pum per ABSORPTION ,FIELD DATA Date installed 10//8/20~0 Soil rating (g.p.d./ft2 or ft2/bdrm) 2.0 System type A(hra~tex-Deep Trench Length 35 ff. · Width --3 ff. ". Gravel below pipe 6__ft. Total depth 12.49 ff. (Measured 10/22/10) Eft. absorption area 420 ft2 Monitoring tube Y Date of adequacy test NA - New System Fluid depth in absorption'field before test -_ in. Depression over field N Results (Pass/Fail) Pass For 4 bedrooms 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) -__ff yes, give date D. LIFT STATION Date installed 10/18~0 Size in gallons 1500 Manhole/Access (Y/N)Y "Pump on" level at Timer Activated in. "Pump ofF' level at Timer Act. in. High water alarm level at 46in. Datum Bottom of Tank Cycles tested 2__ Meets alarm & cimuit requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on.lot 100'+ Absorption field on lot :tOO'+ Public sewer main 75"+ Sewer/septic ~rVice. line 25% Animal containment areas 50'+ On adjacent lots 100'+ On adjacent lots 100'+ Public seWer manhole/cleanout ,,, 100'+ Holding tank., Manure/animal excrete storage areas 100'+ 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 100'+ F= SEPARATION DISTANCE FROMABSORPTION FIELD ON LOT TO: Property line 2% WV#OSP101186 Building foundation Water Service line 10'+ Surface water 100'+ Curtain drain 50'+ {None Known) COMMENTS 10'+ Water main 10'+ Driveway, parking/vehicle storage 10'+ Wells on adjacent lots 100'+ *MOA well records don, t seem to raz~eh what was shown on the well ca? ~h~ was replaeed wi~h a seal (9-30-86, 67' SLW,~80' Casing~ 75' pwmp & 10 GPM). Point of Use RO system i~nlled in kitchen_ **Cas'rog vei-i~led - see atlached AAROW letter. G. ENGINEER'S CERTIFICATIO'N I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name KENNETH M. DUFFUS Date 10/25/2010 COSA Fee $250.00 Date of Payment / Receipt Number O (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On-Site Systems Approval # 101267 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot of Teri#2 Tract D3 subdivision. This inspection revealed a nitrate concentration of 15.2 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. Aarow Pump & Well Service LLC (907)346-9355 Inspection Report 3831 Harca St. Camera well to 50'. No entrance of surface water was found, no perforations of any kind. Well is on a slope and we couldn't see any evidence of surface water going around the outside of casing. Brian R. Wille Aarow Pump & Well Service LOT / / / / / / / / / / / / / / / TRACT / / / / D-3 DECK/ CARPORT GRAVEL D/W WELL ENTRy / / LOT 1 / / / / / / / / / / / / / / OECd/ CARPORT GRAVEL O/W WELL TRACT D-3 ENTRy / / ANCHORAGE RECORDING DISTRICT ASBUILT OF: TERI SUBDIVISION, ADD. 2 TRACT D-3 PLAT 80-172 GRID SE 704 SURVEY CERTIFICATION: I, John L. Schuller, have conducted a physical survey o£this property as shown on this drawing and that the improvements situated thereon are within the property lines and no enchroachments exist other that noted. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDER NUMBER: IOA~: ISCAU~: IE-MAlU IOCT 2~, 2o~o I ~"=4o' I 1 O--044 I°"*~ "Y: I°"~°KE° "Yt°"'° """"E": I ~1-= FND BRASS CAP MONUMENT (~) = FND 5/8" REBAR 92.00' (S34'36' 35"~ 7RAC~ ,.~,~.L LAND P~g') 183~ Talkee~na Stvee~ Anchorage, Maska 99508 (90?) 227-1455 office (90?) 2?4-4992 fax ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this ,,~_. ~' Day of f__) C-~, of20/~, by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as /q ~//c/& ~, ~/t.~,._/ located A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. at ,~//~z _/ ~ ?.. ~,~ ~-/L ~f~ ? , Anchorage, Alaska. 2. Definitions. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and 3. Fee. ($ ~ .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. all relevant provisions of AMC 15.65 Owner shall pay to Municipality an annual fee of The temq begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: N,,/e~ v' l / / C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severabili ,ty. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: MUNICIPALITY: By: By: Title: Date: Date: STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) The forego~ing instrument~.~s acknowledged before me thlsoZ:": day of .,-/ ~, ,, .:-- ~ I/.. ,,, : x'J~TA~V~BLIC FOR ~A/L~SKA My Com~ion expires',.~J¢: g;~' '/Ct ~'~: