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HomeMy WebLinkAboutRABBIT CREEK BLK 2 LT 7ARebbit Cre k Block Lot 7A #017-063-53 Municipality of Anchorage © Development Services Department f Building Safety Division 5 On -Site Water and Wastewater Program, 4700 Elmore 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: .5 60 1000 ZO PID Number: Ot Z 3 Name:— JoAn R-g25e- Wastewater System: ® New ❑ Upgrade Address: 6`7`I6 LcOuun L.ctn2 +,c6, q9��� ABSORPTION FIELD Phone: / Number of Bedrooms: ❑Deep Trench [I Shallow Trench ❑Bed [Mound ❑Other: LEGAL DESCRIPTION Soil Rating: �. GPD/Flz Total Depth from original grade: o.6 - V. �' Stern Ft. Block: Lot: ,? Subdivision: ! A � l ctb 66 f- 4 (` " eI—, Depth to pipe bottom from original grade: — I Gravel depth beneath pipe: �, 0 . Ft. - Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 7 [ . J Ft. Z40 Ft. Well: El New ❑Upgrade Gravel width: u Number of lines: [5i;ia�n lines: Ft. Y Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: re it p - 34�1 ? y Ft. Ft. 100 F? l i Z.S I 40 5l0 f^�'4C Driller. Date Drilled: Static Water Level: Installer. Date Installed: Ft. A -�L- ba, e fva'l 59 Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Fl. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. 1+&VEL cn f"" ® Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line �n Cl7 O [ �� n h PS_2�PO Gal. Well Material: � L� �� T Number of Compartments: vL Surface Water 9,1 'go l¢ 9ai�. _ LIFT STATION Size: Manufacturer. Lot Line V� + PG ,�,,, �b ¢. S Gal. 0"'r°h 'c--cov, lIP42 &, Pump on" level at: "Pump off" level at: High water alarm at: Foundation p G in. 2_6 n. tS� in. Curtain Drain �.. _ _ Pump Make & Model 1.4-, U Electrical Inspections performed by: ` 41 Remarks: BENCH MARK Location and Description: ��1/ 1n 7�"� �C �CJ L'Gc �jCJvr ,S�GGCIH 11, Assumed Elevation: Ft. Engineer's Stamp Inspections performed by: Flee AOR l eG� ��� Dates: is' 9/Z6/t6 2nd 9/ Z S 10 v Development Services Department Approvale.�� Conditional ApprovalDate: r aoa0Ec,;,we'/a/���(�-`�/'�`�/��y� . �•'V v 4:.0 .v d 3 io �u O t9 0�..t; i; t.:: r �, -'. 0 34--ODOR E u+tf C Reviewed and approved by: Date: / s-i cc °'-!�/?G/ah` m"', (Rev. 04/06) PERMIT NO: SW100020 PID NO: 017-063-53 PAGE 2 OF 2 "13" 120' "A" -------------------------------------------------------------------------------- 1500-GALLON ADVANTEX TANK ; PROPOSED AX-20 3-BDRM POD HOUSE ORENCO_ PUMP STA. AX-20 POD R=100' PROPOSED WELL SITE R4gg/T CRFFk 3 F A! ° 49 T" ®9* boo®®°°o°®�°®°®®°®®°®®a°e° o 9 u THEODORE F. MOORE o c IM' °®® CE - 3589 00 �, ei• °Bee©©® ��.. e d- Po fe set ELEV. 100.0+/- 1500-GALLON ADVANTEX TANK INV. ORENCO 93.7' PUMP — VAULT a.H" 10' UTILITY EASEMENT ------------------------------ ----------•------------- LOT 7A, BLOCK 2 RABBIT CREEK S/D 5' WIDE x 20' LONG SOIL ABS. DRAINFIELD SWING TIES: FROM: POINT "A" ON P/L NW LOT COR. "B" TO: TANK C.O. "C" 28.5' CTR. POD "D" 27' TANK M.H. "E" 23' PUMP STA. "F" 19.5' FIELD M.T. "G" 12' FIELD M.T. "H" 31' PLAN VIEW SCALE: 1" = 30' FINAL GRADE ELEV. 103.2L--,� 2' SOIL COVER 1.8' FILTER SAN ORIGINAL ELEV. ELEV. INV. GROUND 98.3. 100.1' 100.T ELEV. 98.9 5' WIDE x 20' LONG SOIL ABS. DRAINFIELD -�_TEST HOLE #1 WATER @ 95.9' PROFILE VIEW NOT TO SCALE 96' 99, 104' 108, 123' 138' 3 ILTER FABRIC " RIGID INS. .25" PERF. PVC .8' SEWER GVL LOT 7A, BLOCK 2, RABBIT CREEK S/D SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES SCALE: AS NOTED 14530 ECHO CANYON ROAD DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 2010 Job No. 11-106 M-W Drilling, Inc. *P.O. Box 110389+Anchorage, AK 99511+ +907-345-4000 + 907-345-3287 Fax* GROUNDWATER WELL AS -BUILT & LOG Well Owner: John Reese Use of Well: Domestic Legal Description: Rabbit Creek Block 2, Lot 7A 6740 Our Own Lane, Anchorage, AK 99516 CONSTRUCTION Drill Method: Air Rotary Hole Size & Depth: 6" - 120' Casing Size: 6" Cased to: 120.36' Material: A53B Wall: 0.250 Well Completion: Open end X Screen Perforated Method: Screen/Perforation description: Grout Notes: ( 2 ) Sack(s) of Bentonite Well Development: Air Well Disinfected: Y/N Method: Chlorination with pump install Yield test at 10 GPM for 1 hour(s) with 100% of drawdown (DD) from static level(SWL). Method: Air Static Water Level (SWL): 56' Start Date: 1/27/11 Completion Date: 1/31/11 Test Pump Date: Final Pump Install Date: WELL LOG Depth in feet from top of casing. Details of formations penetrated, size of material, color and miscellaneous details. 0 TO 3 Casing Stick Up 3 TO 5 Frozen organics 5 TO 16 Gravel: silty, loose 16 TO 26 Gravel: silty, damp 26 TO 67 Gravel: very cobbly, silty 67 TO 117 Clay: black, silty, occasional gravel 117 TO 120 1Vater gravel:'medium, 10+ GPM TO DEFT. REso OF MINING. LAND 120 TO Bedrock: maybe SEP - 7 ��tt To _ To E._WESTRERG s oWAYNE FI ICF TO President, M-W Drilling, Inc. TO i1rtitied Mastei Groundwater Cont►aw TO TO _ TO WATER QUALITY TESTING Colitorm M CZ CoN100mL Nitrates /1,T-z_ mglL / Arsenic 0, S ug/L RCE WEF MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 47'00 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907') 343-Z904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Date Issued: Mar 24, 2010 Expiration Date: Mar 24, 2011 Permit Number: SWl00020 Legal Description: RABBIT CREEK BLOCK 2 LOT 7A Design Engineer: 0844 WATKINS ENGINEERING Owner Name: JOHN REESE & SANDRA STEPHENS Owner Address: 6740 OUR OWN LANE ANCHORAGE, AK 99516- Parcel ID: 017-063-53 Site Address: 6600 OUR OWN LANE Lot Size: 46840 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. Received By: ,ssue Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P,O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWERANELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O I '7 - 0 (, ?'.¢ ? Property owner(s) Mailing address g"7/--/f.~ Site address ~,6'~ 0 Zip Code Legal description (Sub'd., Block & Lot) /~,' /-o/o Legal description (Township, Range & Section) Lot Size ¢ (~ <~ ¢ O Sq. Ft. .Zip Code C r e. ~ P. /-3- :z /-- 7/4 Number of Bedrooms THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [] Upgrade [] Holding Tank [] Renewal Privy [] Private Well [] Water Storage [] I certify that the above information is correct. I further certify that this application is being made for a and is in accordance with applicable Municipal Codes. (Signatu~fof prope~ owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev, 11/05) 139 Waiver Fees: Date of Payment: Receipt Number. Municipali=ty o[ A___nc~horage P.O. Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 · (907} 343-7904 · Fax (907) 343-7997 htt p://www.m u ni.org/Onsite Development Services Department On-Site Water and Wastewater Program Department **** VARIANCE~VAIVER REVIEW **** WR#: OSP101214 HA#: Permit/f: SW100020 PID#: 017-063-53 Legal Description: Rabbit Creek, Block 2, Lot 7A Engineer: Flattop Technical Services Applicant: John Reese & Sandra Stephens Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the surface water has been approved. The approved separation distance is~O feet. This waiver approval applies to the existing absorption field and septic tank to surface water separation 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: Date: 9/28/2010 Approved by: //// Name ~f Reviewer ' Rec#: Paid Amount: $800.00 Date Paid: 9/27/10 **** VARIANCE/WAIVER REVIEW **** FLATTOP TECHNICAL SERVICES CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PH./FAX: (907)345-1355 ANCHORAGE, AK 99516 E-Mail: tgmoore~gci.net September 26, 2010 M.O.A. DSD On-Site Services P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: By means of this letter I am requesting issuance of a waiver of the normally required 100-foot separation distance between a wastewater disposal system and surface water down to 95 feet for the proposed Advantex Category III ATS on Lot 7A, Block 2, Rabbit Creek S/D, located at NHN Our Own Lane. This waiver is necessary in order to allow installation of the wastewater disposal system inspection permitted under # SW100020. I discussed this surface water separation issue with Jay Crewdson last week and he agreed that since the design is for an ATS, a surface water separation distance waiver down to 95 feet ought to be able to be granted. Please refer to the design drawings for this project for general reference. At the time the design was submitted and approved it was recognized that the 100-foot offset from the high water line of Rabbit Creek would come relatively close to the south boundary of the telecom and electric easement that runs parallel to the north boundary of this lot. However, the design engineer apparently felt there would be enough room to construct the proposed system in the intervening space. Prior to the start of construction this fall we arranged for a surveyor to stake both the easement line and the 100-foot offset from Rabbit Creek. This staking revealed that the 100-foot offset from the creek is only 4 feet from the easement at the closest point staked near where the Advantex tank is proposed to be installed. The tank location cannot be changed without affecting the ability to locate the original and replacement disposal drainfields within the required 30-foot radius of test hole #1. The necessary configuration of the 7.5-foot long AX-20 treatment pod with its long axis perpendicular to the long axis of the Advantex tank, means that components of the system will necessarily have to be installed as close as 95 feet from the edge of Rabbit Creek. While the topography of the lot trends gently downwards towards Rabbit Creek the lay of the land is such that the shortest wastewater flow path from potentially failing components before encountering surface water is greater than 100 feet. Because the Advantex tank is fabricated of epoxy-coated heavy-gauge steel and the other components are fabricated of fiberglass, they have a very long life expectancy. Furthermore, should failure occur, the presence of a maintenance contract and 24-hour "Vericom" telemonitoring will ensure that necessary corrective action would be undertaken immediately. The residual disposal field will receive only highly treated effluent, so the potential for soil clogging is greatly reduced and failure resulting in surface daylighting is unlikely, but were this to happen the effluent quality is far superior to normal septic tank effluent, for which the 100-foot required separation was established. Thus the potential for surface water contamination from ATS effluent is almost negligible. Based on the above rationale I believe that the requested surface water separation distance waiver can and should be granted without significant concern as to adverse impacts on public health. Thank you in advance for your prompt review and consideration of this waiver request necessary to allow construction to proceed. Please call me at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Apr 02, 2009 Expiration Date: Apr 02, 2010 Permit Number: SW090026 Legal Description: RABBIT CREEK BLOCK 2 LOT 7A Design Engineer: 0844 WATKINS ENGINEERING Owner Name: JOHN REESE & SANDRA STEPHENS Owner Address: 6740 OUR OWN LANE ANCHORAGE, AK 99516- Parcel ID: 017-063-53 Site Address: 6600 OUR OWN LANE Lot Size: 46840 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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. Received By: Issued By:. Date: Date: 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 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DVVELLING Parcel I.D. 017-063-53 Property owner(s) John Reese & Sandra Stephens Mailing address 6740 Our Own Lane, Anchorage, AK Site address 6600 Our OWn Lane, Anchorage Legal description (Sub'd., Block & Lot) Rabbit Creek S/D, Bik 2, Lot 7A Legal description (Township, Range & Section) Lot Size 46,840 Sq. Ft. Number of Bedrooms 3 Day phone .Zip Code 99516 Zip Code 99516 THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [] Upgrade [] Holding Tank [] Renewal [] Privy [] Private Well [] Water Storage [] 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. ! ' (Signature of pmpeffy owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt.umbe . {R~. ~ 1/05) Waiver Fees: Date of Payment: Receipt Number:. Watkins Engineering, Inc. P.O Box 110443, Anchorage, AK 99511 (907)349-1851 cwellisak@gmail.com October 24, 2008 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Rabbit Creek SID BIk 2 Lot 7A Proposed Well and Septic Development To Whom It May Concern: Attached please find the application and supporting documentation to install a well and septic system for a proposed 3 bedroom house at the subject location. The proposed septic design is based upon Test Hole #1 dug on November 19, 2007. There was groundwater influx at 5.75 ft when the hole was dug, and the high level was found at 3.0 ft on May 15, 2008. The water level was monitored at other times of the year and was not above 3.0 ft. A mounded drainfleld is proposed, with the bottom of the sewer rock at 1.0 ft above original grade. Soils will be excavated to the bottom of the organics at 0.5 ff and backfilled with clean filter sand to 1 ft above grade. The test hole was dug to a total depth of 6.25 ft and encountered silty sand and gravel. A percolation test conducted between 0.75 ft and 1.25 ft resulted in a rate of 5 minutes per inch. A deeper perc test between 2.0 and 2.5 ft resulted in a rate less than I minute per inch. An application rate of 6.0 gpd/ft~ is used in the design. The soil log and perc test data are attached. Proposed Soil Absorption System: 3 Bedrooms x 150 GPD/BR = System Type: Application rate: 450 GPD I 6.0 gpd/ft~ = Depth of Base of Sewer Rock: Effective Depth: Dimensions: 450 GPD AdvanTex w/5-wide 6.0 gpd/· 75 fff required 1.0 ft above original grade 0.5 ft 5 ftx20 ft = 100~ Sawer Upgrade Permit Application for Rabbit Cr. S/D BIk 2 Lot 7A Watklns Engineering, Inc.; October24, 2008; page 2 Test Hole #2, to the east had groundwater at 3.0 ft on May 15, 2008, but on December 12, 2007, it was measured at 2.08 ft below ground. The December measurement may have been influenced by precipitation or poor drainage around the monitoring tube. The soils in Test Hole #2 were also less consistent than in Test Hole #1, with potentially less than 2 ft of unsaturated soils. The drainflelds are within 30 ft of Test Hole #1. There are no surface waters or private wells within 100 ft of the proposed septic system. Rabbit Creek lies at the south side of the property, and the septic system will be greater than 100 ft from it. There are no slope concerns, with the slope approximately 5 to 10% in the vicinity. The drainfleld will be placed perpendicular to the slope. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851. Sincerely, Cindy W. Ellis, P.E. President 6B / 6A / Undeveloped Undeveloped Undeveloped Proposed 3 BR House OUR OWN ~NE p~npn~ed -~~eptic System Test Hole ARempt ~ -' ~ ~ ~Shallow Gr)un~ter / {PROPO~ ED ' ~ I ~R~k~) / / · ~ ' WELL~ ,~.~. asmeasur~e~d / ~ ~ T12NR3W [/ ~ ~ '~ ~ ~ ...... ~'~' SEC =~ S~ Sw~ ~ '~_ ~ Undeveloped o '~ ...... ~ ~ NOTE: This is an engineefs dining, not an ~ asbuilt suwey. L~tions are approximate. Undeveloped Rabbit Creek BIk 2 lot 7A ~ ' Site .an for Well&Septic D~elopment~ '~'~'~~"'°F-~;'~O John Rede & 5andra Stephens Watkins Engineering, Inc ~' 49~ ',~.~, Parcel ID: 0~7~63-53 E....' ...; ............... '....; ~[ ~'C YW ELLS : CindyW. Ellis, P.E P.O. Box 110443 ~ '.. ~. ,~,, ..', O~ober 24, 2008 Anchorag~ AK 99511~443 ~al~ 1' - 100' ~on~ (907) 349-1851 Fa~ (907) 349-1934 ~'~e4 ........ ~,~' ~ OUR OWN LANE N 89°56'00"W 'x-- -- ~/~ _ _s~O~ ~-~ F ~ __ m ~ / k "' measure ,_ ~a AdvanTex ~nk wl~0 ~~ and pump vault. PROPOSED Tank to be ins~lled at least Fabric & / Insulation Test Hole ~1 ~ "pi~ 11/19~007 +1.0'~ ~ ~0.5 ~r ~ DESIGN DETAILS Organi~ 0.5 ....... ' Fi,er ~ 3 BR, 450 GPD SM ~ Sand/~ 6.0gpd~ Requires 75 i ~.o [ I 0.5 ~ effective Water ~ ~.0' GP ON 5-1~8 20 ff long Max 0.5 ff deep BOH 6,25 ~O~ Rabbit Creek S~ Blk 2 ~t 7A Pro~sed Well & ~p~c DevelopmentWatkins Engineering, Inc ~.....'-'~'~. John Rede & Sandra Stephens Parcel ID No: 017~63-53 ,~....'...; ................ ;...~ ~' ~"'c~"~'W.'~us':-':=" 7"'~ CIndyW. Ellis, P.E P.O. ~x 110443 ~-~ '.. ~- March 26, 2009 Anchorage, Alaska 99511~443 ~¥.:~'~.~.~:a~ S~le 1 inch = 30 ff ~one: (907) 349-1851, Fa~ (907) 349-1934 ~:.,..,~ Municipality of Anchorage Development Se~ces Department Building Safe~y Dt~sion O~S~te Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 A~,horage. AK 99519-6650 (907) 343-7904 Soils Log - Percolation Test Performed For: John Resse Legal Description: Rabbit Creek S/D BIk 2 lot 7A TH#1 Shallow perc [OrganicsI 5- 6- 7- 8- 9- lO- 11. 12. 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS 4 hr I:~soak prior to test. Date Perfa'med: dug 11119/07 Township, Range. Section: Site Plan SEE ATTACHED SITE PLAN WAS GROUND WATER ENCOUNTERED? yes IF YES. AT ~*%HAT DEPTH? 5.75 L Mmllto~ng? 3.0 E Dete: 5/1,~08 5-10% I Reading Date Groas Time Net Time Depth to WaterNet Drop I 6/9/08 4:00-4:30 30 6'-0" 6' 2 6/9/08 4:31-5:01 30 6'-0' 6' 3 6/9/08 5:02-5:32 30 6'-0" 6' PERCOLATION RATE 5 (m~,e~nm) PERC HOLE DIAMETER TEST RUN BETV~,~EN 0.75 FT AND 1.25 ;T PERFORMED BY: Cindy W. Ellis, Rocky Trainor I ~, ~ ~ CERTIF'Y THAT THIS TEST WAS PERFORMED IN ACC~~~"~ICIPAL GUiDELInES IN EFFECT ON THIS DATE. DATE: Pen~ormed For:. John Reese Municipality of Anchorage Development Services Department Building Safe~y Division On-Site Water and Wastewator Program 4700 South Bragaw St. P.O. Sox 196650 Anctmi'ege, AK 99519~650 www c~.artchofaoe p~ U~ (9O7) 343-79O4 Soils Log - Percolation Test Legal Description: Rabbit Creek S/D, Block 2 Lot 7A Slope [)H #1 eep Perc iOrganicsI 5- 6- 7- 8- 9- 10- 11- 12- 14- 15- 16- 17- 18- 19- 20- [~,. Cl~nd¥-~. Ellis Date P~: 11/19/07 T~hlp, Ra~e, ~: ~te Plan ISEE ATTACHED SITE PLAN WAS GROUND WATER ENCOUNTERED? YES a L IF YES, AT WHAT DEPTH? 5.75 o uon.,~r~? 5.0 P Oate: 12/12/07 Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE < I (.~.~) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 2.0 FT AND 2.5 FT COMMENTS Took 5 gallons of water in 5 minutes. Grcunchvater mo~itoe'ed at 3.85 ft on 11/21/07; 3.0 on 5-15-08; 5.1 on 10-2-08. PERFORMED BY: Cindy W. Ellis / Rocky Trainor I ~'~; ~ ~ CERTIFY THAT THIS TEST WAS · PERFORMED IN ACCORDANCE W1TH ALL STATE AND MUNICIPAL GUID~NES IN EFFECT ON THIS DATE. DATE: Pedon'ned For:. Municipality of Anchorage Development Services Department Building Safety Divtsion Oe-Site Water end Wastewater Program 4700 South Bragaw St. P.O. Sex 19~650 Anchorage, AK 995196650 (9O7) 343-79O4 Soils Log - Percolation Test John Reese Legal Desc~ption: Rabbit Creek S/O, Block 2 Lot 7A Slope 2- 3. 4- 6- 7- 8- 9- 10- 11- [Organics WAS GROUND WATER ENCOUNTERED? YES s IF YES, AT WHAT DEPTH? 4.0 L D~: 12/12/07 Date Perf(xmed: 11/19/07 Tow~hip, Range, Section: Site Plan SEE ATTACHED SITE PLAN 5-10% Reading Date Gross Time Net Time Depth to Water Net I 11/21/07 12:31-12:41 10 6-0.5 5.50 2 12:42.12:52 10 6-0.75 5.25 3 12:53-1:03 10 6-0.75 5.25 4 1:04-1:14 10 6-0.75 5.25 5 1:15-1:25 10 6-0.81 5.18 6 1:26-1:36 10 6-0.75 5.25 PERCOLATION RATE 1.14 tmnx*v,n~} PERC HOLE DIAMETER 6 TEST RUN BETWEEN 2.0 FT ,**NO 2.5 FT COMMENTS Additional groundwater m<~itodng: Nov. 21: 3.08; Jan. 3: DRY. May 15: 3.0. Oct 2. 2008: DRY PERFORMED BY: CindyW. Ellis IRockyTrainor I ~/~./~)~ CERTIFYTHATTHISTESTW~,~ PERFORMED IN ACCORDANCE~ ALL STATE AND MUNICIPAL GUIDEU~S IN EFFECT ON THIS DATE. DATE: ,/l~) ,~'~ 10/27/2008 12:86 3491534 WATKINS ENGR P¢~GE 02 ADVANCED WASTEWATER TRLA~ .qYSTEM MAINTENANCE AND REPAIR AGREEME~"I' MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND 3ohn £eese a~ Sandra ~;~ephens THIS MEMORANDUM OF UNDERSTANDING mad~ and cnto~t inio as of thls ~-~' Dayof ~)C~'- of20oS,byandbetween ~7ohn ]leese or , Sarldra S~ephen~ herein the 'OWNEIt" and the Mun|cipality of Anchorage, herein the "MUNICIPALITY." In consideration of thc mutual covenants contained her~[n, the parties to this Memorandum of Under,~landing agr~ as follows: !. ADVANCED WASTEWATER TREATMENT SYSTEM$. Munklpali~y gran~ permlssloo to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described asAclvanTex AX-20 located atRabbii: Creek S/D B!k 2 l~ot: 7A ,Anchorage, Alaska. 2. A. Alter~tlon. Any change to the design or funclion of an AWW'rS that Includes the installation or removal of any par~s, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AW'W'rS the owner mus~ ob~in a W~s~wster Disposal System Consiruct[on Permit f~m [he Municipality pursuant to Anchorage Municipal Code (berelnat~r, UAMC") 1 $.65. B. Cerflfic~l¢ of On-S~l¢ Systems ApprowL An approval by the Municipality ofexlsting water and wa~tewator disposal systems given at th~ time ofproper~ sale and i~ti¢ transfer in ~ccordance with AMC l 18/27/2888 12:86 3491934 WATKINS ENGR PAGE 83 These approvals certify that the systems ar~ adcquate for the homes that they support and meet the coclcs that wcr~ in place st t~ time of system construction. C. Damage. Any man-made ot natural change in a system that would inhibit the system f~-o~i perfotmln§ as dcslgncd. D. IVialntenaece and Repair. The scheduled and as needed replacemem of existing pans, components and pieces of an AW1RrI'S that were included in the original design which would allow the AWWT$ to continue to perform as designed. El. Permit (Construction) An On-Site Wastewatet Dislx~a! System Construction Permit as defined by AMC lf.6~. 1:. Permit (Opetatieg) An Advanced Wastewater Treatment System Operating Permit. An annual pctmlt, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of thls agreement, thc conditions ef Operatlng Permit, the requlrernent~ of thc On-Ske Wa.stewater $yst~n Construction P~rmlt and all teleran! provisions of AMC 15.65 3. Fee. Owner shall pay to Munlclpallty an annual fee of - - zero - -- ($ 0 .00), payable on or before the Issuance of thc operating permit and annually thereat~r. The annual fee is due on or before the anniversary date of the approval by the Munlclpallty or installed system. 4. ~. Thc term of this Memorandum of Understanding shall be for the life of the AWNVTS. 10/27/2008 12:06 3491934 WATKINS ENG~ PAGE~ 04 The terra begins on ~he ~ate of approval by ~c Munlci~HW of~e {n~lled sy~m ~d s~ll continue ~ilc ~e AW~S ~ is i~ ~ or ~donal ~ until thc ~ Is ~ld or tide ~s ~sfe~d ~ ~ ~d a n~ c~l~e of On-Si~ spp~vzl is issued to ~ ~w o~cr or ~sf~ ef~c ~. 5. ~fion~ lus~ibt~n ~d Rem~l o~difl~nl ~.io~At. ~r adc ~ m~e any al~tions. ~oval of~ or additions to ~e AW~ wight a ~n~n Pc~t ~m ~e ~unlcipali~. 6. ~int~nnc~ and Reeal.. A. ~u~ ~e tc~ of~is Mcm~ndum of Und~d~g, ~c ~cr s~ll m~h AW~S in g~ ~. ~ addi~on, it ~all ~ ~e ~ns~iH~ ~r during ~ le~ of~is ~mo~d~ of Und~d~g, ~ any ~cnsions ~ ~e~ls ~e~of, ~ ~e o~r's sole e~me, m ~y for ~y ~d alt: (1) ~pai~s). (2) maintmance, {3) ndj~s), (4) ~lae~ent ~, ~d (5) im~.i~ co~s. Fu~., ~. a~s to comply ~11 all ~li=ble ~i~ne~ laws. ~la~ons, roles ~d o~ for ~e A~. B. ~er ng~es ~ ~vide ~e M~ici~li~ a~ schedule ofmu~e ~n~nce and ~i. which ~w ~u ~o~ed on ~ ~s~m pursu~ to ~e le~s ~d c~diti~s confined in ~he ~er's A~S ~tlng Pe~it. ~is scheme s~l ~ ~b~ued to the ~}cipa]i~ ~n~lly u~n ~e ~n~al o~e ~it. ~e sch~ule ofmaintm~ce ~ m~ir contused In ~e ~.'s ~m~ng P~ttis: a~ual C. ~er ~owl~dges ~at ~ fine ~dule for failing lo mahm~ and ~{r au A~S n~ ~odified in ~C 14.~. 10/27/2008 12:06 3491934 ~TKINS ENC~ PAGE 05 D. Owner agrees that only malnt:nan¢c, rcpabr lxrsonnel ocrflfled by the Muni¢ipallty will inspect and make any ncco~ary maintc-nance, repairs or porrnitted altcratlons to the system. E. O~er aS, tees to grant thc M-nicipality reasonable access to test and inspect the AWWTS upon 24 hours wtitlcn notice. F. Owner agrees that any sale or transfer oftitle of'thc propony will not occur without a new Certificate of On-Site Systems Approval. O. Own~ agrees that thc relevant provisions of the standard specification guide, book for AWWTS is the governing professional guidelines tot the construction, maintenance and tepelr of the Owner's AWWTS. 7. lqonwalver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a walvcr of'thc provisions,. not in any way effect the validity of the Memorandum of Understanding or any part hereof', or the tight of such pen7 thereafter to enfome each and every [.~ovlsion hereof. 8. Ame~lment. A. This Memorandum of UnderstandIn8 shall on~ be amended, modified or cha~ged by a writing, executed by authorized representatives of the parties, whh the same formality of'this Memorandum of Undcrstandlng was exccu~:d and such writing shall be attached to this Memorandum of'Understanding ~ an amendment. B. For tile purposes or'any amendment moditlcatton or change to thc torms and conditions of this contract, the only aut~orized rcprcsent~tlvcs or' the panics arc: 18/27/2888 12:85 3491934 WATKINS £NGR PAGE 06 Anchorage: ~ C. Any attempt to amend, ~nodi~, or change this con~ract by either an unauthorized ~F~sentativc or uIlauthorized means dali bc void. 9. ,Iud~n: Chol~ o~.~uw. Any civil ecfi~ ~sing from this Mcmo~um of Un~r~ shall ~ bmu~t ~ ~e Su~or Co~ for ~e ~itd Judicial Dis~ct of the S~ of Ala~ ~ ~chorage. ~e laws of~c S~te of Al~qka shall gov~ ~e flgh~ and obl~at]~s of~c ~es u~r t~s M~o~nd~ of Unders~ndin8. 10. ~e~bil~. ~y~vlsbnsof~isMem~ndumofUnde~dlngdec~ed Invalid ~ a c~ of~mpa~t j~i~i~ ~I1 ~t invnli~e the ~malning of~e Memo~dum of Unders~ding. ~ Title: Date: /~ '~-f/ ~: STA~ O~ ~S~ ) ) My Comml~on expires: