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Home My WebLink AboutPETERS CREEK BLK 2 LT 5Onsite File 3 , 2 3 location of seeafta-fte aftit or cess&%ool p V F Ij I UU, s77, h -6u][1 Municipality of Anchorage - AUG 16 2019 Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP181353 PID Number. 051-114-33 ❑ New 0 Upgrade Name: JAMES CHENEY ABSORPTION FIELD ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: 23306 TUNDRA ROSE, CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 244-9986 3 1.2 GPD/Sq. FL 11 (MAX.) FL LEGAL DESCRIPTION Depth to pipe lnvertfrom criginalgrade: Gravel depth beneath pipe: SEE DWG. FL 3.0 FL FIII added above original grade: Gravel length: Subdivision: Block: Lot' PETERS CREEK S/D 2 5 SEE DWG. 45 FL FL Township: Range: Section: Gravelwldth: Beds Number of lines: Distance between lines: 5 FL FL SEPARATIONDISTANCES Total absorption area: Number of trenches: Dist between trenches: 388 1 - TO Septic Absorption Lift Holding PublictPrivate From Tank Field Station Tank Sewer Lines SQ. Ft Ft Well 100'+ 100'+ - - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity. Surface water 100'+ 1001+ - - ANCHORAGE TANK 1000 N/A Gal. Lot Line 5'+ '6'+ - - Material: Number of compartments: STEEL 2 LIFT STATION Foundation 10'+ 10'+ - - Manufacturer. C Gal. Curtain Drain NONE KNOWN Remarks: `REQUESTING LOT LINE WAIVER (SEE ATTACHED) 'Pump on" level at Pump off' level at High water alarm at Pump Make & Model' Electrical Inspections performed by. PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer OWNER Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft Inspection Location and Description: Dates: 1st 10/11/2018 2nd 10/12/2018 3rd 10/13/2018 4th 10/13-18/2018 TOP OF FOUNDATION FLASHING AT POINT "A" ENGINEER'S SEpL Community Development Department Approval ■,�' OFo •••••••.,...' Conditional approval: Date: /:4 - :�' r '�: Y ♦j 0 ................ b .................::..... � w• .�. > ......................: 1 �-n_ :.JeffeeA. arness,�s Zvi CE/9 N, 1W ay Approved: Date: °?02� OopR• LICENSE I YA #AECC884 Inspection Report_11-1-12doc PERMIT NUMBER: PARCEL ID NUMBER: OSP181353 RECORD DRAWING 051-114-33 A B FCO 2.0 18.5 STI 14.5 27.9 ST2 20.3 31.1 DBLI 22.4 32.6 DBL2 24.0 33.4 COI 29.3 37.7 MT1 28.3 37.1 MT2 31.3 26.0 CO2 50.3 36.2 a —SEE JIM CHENEY (OWNER) CONCURRENCE (EMAIL) WITH THIS WORDING BY GEG EMPLOYEE, JODY MAUS - EMAIL DATED 821/2019 PHYSICALLY MEASURED 10 FEET NEW 1000 GALLON STEEL SEPTIC TANK. TANK WAS DAMAGED (PUNCTURED) DURING INSTALLATION. TANK WAS REPAIRED BY OWNER WITH ANCHORAGE TANK & WELDING PROVIDING CONSULTATION AND TECHNICAL SUPPORT— ' 6' LOT LINE WAIVER REQUESTE[ UNDOCUMENTED SEPTIC SYSTEM. POSSIBLY AN OLD CESSPOOL. NO SEPTIC TANK WAS FOUND BETWEEN HOUSE AND EDGE OF EXCAVATION (3'+SOUTH OF NEW DRAINFIELD). OWNER DID NOT EXCAVATE IN THE POSSIBLE CESSPOOL AREA; HOWEVER, IT WAS VERIFIED DURING CONSTRUCTION THAT THERE IS 2.5+ FEET OF NATIVE SOILS SOUTH OF THE NEW DRAINFIELD WITH NO INDICATION OF OLD SEWER DRAINROCK AS REQUIRED BY THE PERMIT. OLD 4' SEWER LINE WAS CAPPED BY OWNER SOUTH OF NEW DRAINFIELD. THIS METHOD OF SEPTIC SYSTEM ABANDONMENT WAS DISCUSSED WITH DEB WOCKENFUSS WITH THE MOA ONSITE DEPARTMENT ON 1/25/2019 AND WE RECEIVED VERBAL APPROVAL: I APPROXIMATE LOCATION OF WATER LINE PER OWNER, I JIM CHENEY. I I EXISTING 3BEDROOM �( HOUSE CL 1W W N GARNESS ENGINEERING GROUP, Ltd _ -- — -- ---� ENGINEERING �, SALES > CONSULTING =-------- 100 FOOT WELL PREPARED FOR: _ --- ---- — PAGE NUMBER: i STt Sez L__ PROJECT/LEGAL DESCRIPTION: HOST OF RV PARK. OBI-1ATE DBI -2 I EXISTING 3BEDROOM �( HOUSE CL 1W W N %1r1 :�,�E.OF, q # AV # 10 � .�U.:........ .::....�1 ..0 =e ry A G mess ; �♦ J, CE -7 LICENSE ettv,V;es;;::��• #AECC884 / GARNESS ENGINEERING GROUP, Ltd _ -- — -- ---� ENGINEERING �, SALES > CONSULTING =-------- 100 FOOT WELL PREPARED FOR: _ --- ---- — PAGE NUMBER: RADIUS. AGRICULTURAL / WELL PER CAMP STt Sez L__ PROJECT/LEGAL DESCRIPTION: HOST OF RV PARK. OBI-1ATE DBI -2 PETERS CREEK S/D; BLOCK 2, LOT 5 SITE / T1 • _ — MT2 12/11/2019 L°l ---- l I --� ---------- --------- NEW DRAINFIELD ----- ----- TOE OF SLOPE --------- -- -v- - I `---------- ------- 10'POWER EASEMENT -4-5' TALL BANK TOP OF SLOPE %1r1 :�,�E.OF, q # AV # 10 � .�U.:........ .::....�1 ..0 =e ry A G mess ; �♦ J, CE -7 LICENSE ettv,V;es;;::��• #AECC884 / GARNESS ENGINEERING GROUP, Ltd _ -- — -- ---� ENGINEERING �, SALES > CONSULTING =-------- 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 - PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineedng.00m 1 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JIM CHENEY 244-9986 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: PETERS CREEK S/D; BLOCK 2, LOT 5 J.L.M. TYPE OF WORK: DATE: REVISED -.,_ RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/11/2019 %1r1 :�,�E.OF, q # AV # 10 � .�U.:........ .::....�1 ..0 =e ry A G mess ; �♦ J, CE -7 LICENSE ettv,V;es;;::��• #AECC884 / PERMIT NUMBER: p p /� `/�' �-+ PARCEL ID NUMBER: OSP181353 RECORD DRAWING 051-114-33 FINAL GRADE = 97.45-97.90 STI ST2 TOP OF TANK TOP OF TANK AT INLET = 91.19 AT OUTLET = 91.29 NEW 1000 GALLON INVERT OF BUNG SEPTIC TANK AT INLET = 90.57 (RATED FOR INVERT OF BUNG 10' BURIAL) AT OUTLET = 90.51 ORIGINAL GRADE MT2 CO2 FINAL GRADE TH#1 = 98.40 @ = 98.13-99.78 HIGHEST POINT FILTER FABRIC 3 OF EFFECTIVE INVERT OF STRIBUTION LINE = 90.40 AT BOTH END�tS) �5' WIDE►{ BOTTOM OF TRENCH = 87.40 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE #1 (NO GROUNDWATER ON 10111/2018) = 81.40 OF 401 Air AV lAwV 49 Ih GARNESS ENGINEERING GROUP, Ltd ;....:...................................... --- -- -- 111 �� - — — -� ENGINEERING,, SALES o CONSULTING �=__ — i=� 0 / I10 3701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE, AK 99607 PHONE 907 337-6179' FAX 907 338-3246 •WEBSITE: vnnv. amessen ineerin .m • •` •• ••••+�••• •••4, PREPARED FOR: ( PHONE NUMBER: PAGE NUMBER: 9 /� % �,effrey A: Garness• f 4�i ff JIM CHENEY 244-9986 3 OF 3 / •j��iP CE-79•3 7� PROJECT/LEGAL DESCRIPTION: DRAWN BY: �� ♦♦°��•..��(7�� Z ��.•'�� PETERS CREEK S/D; BLOCK 2, LOT 5 J .M. 1° FQ P• •••••• ��w TYPE OF WORK: D fE: REVISED } LICENSE RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/11/2019 #AEcc884 ��IL\\,W }' Municipality 1)c.partmcnt P.O. Box 196650 e 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section XX'Kx / C JR REVIEW XKxX Waiver#: OSV201031 COSA#: Permit#:OSP181353 PID#: 051-114-33 Legal Description: Peters Creek Block 2 Lot 5 Engineer: Garness Engineerinq Group Applicant: James Cheney 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 6.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing 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. a a a9aaaaaaxaaavvaaaamaaa®mvamavaaavavvvvamaaxaavvvvavaaaavvvveaamaaaa0aamaavvaI Waiver is Granted: X Waiver is not Granted: Date: aoa`Z U Approved by: ec7-x Name of Reviewer ■■vaaavavvavaaamavavvavaamaameeeavaaamavavvaaammmamaavvavvvavvaammavvavvavaavvI J J �b i�O�,"i5 1-6d (,/19 /?v2.C 16AePt_#a531ZL GARNESS ENGINEERING GROUP, Ltd ENGINEERING oSALES- CONSULTING -- December 26, 2018 Municipality of Anchorage Development Services On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Lot Line Waiver Request for Peters Creek S/D; Block 2, Lot 5 To whom it may concern: Upon completion of the documentation of construction for the septic upgrade for the referenced property, it came to our attention that the 10 -foot separation distance to west lot line was not met with this installation. Due to the construction methods used by the owner who performed the installation himself, it could not be verified during construction the separation distance to this lot line. We are requesting that a 6 -foot lot line waiver be granted from the new drainfield to the west lot line. We are unaware of any adverse effect on the adjacent property with the granting of this waiver. Please do not hesitate to call us at 337-6179 if you require further information. Thank you for your assistance. A s, PSE., M. S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Jeff Garness From: C Jim Cheney <akcheney@gmail.com> Sent: Monday, August 12, 2019 12:03 PM To: Jeff Garness Subject: Re: septic system Yes, that looks good Jeff. Sent from my Whone > On Aug 9, 2019, at 3:37 PM, Jeff Garness <Jeff@garnessengineering.com> wrote: > Hello Jim. I am getting the record drawings for your septic system finalized and want to confirm that the proposed wording regarding decommissioning of your old septic system is accurate. > See the proposed wording in the attached pdf document. Do you concur with this statement? > Thanks ............................jeff > Jeffrey A. Garness, P.E., M.S. > President > Garness Engineering Group, Ltd. > 3701 E. Tudor Road, Suite 101 > Anchorage, Alaska 99507-1259 > Phone: (907) 337-6179 > Mobile: (907) 244- 9612 > Fax: (907) 338-3246 > Website: www.garnessengineering.com > <doc06154520190809152935.pdf> 1 Carroll, Rebecca M. From: James Cheney <akcheney@gmail.com> Sent: Wednesday, June 24, 2020 9:58 AM To: Carroll, Rebecca M. Subject: Septic repair Attachments: IMG_6407 2 jpeg; IMG -6413 2 jpeg; IMG_6412 jpeg; IMG_6416 jpeg; IMG_1468 jpeg; IMG_ 1472 jpg; IMG_6418 jpeg M I IiV1G 1478.� jp9 Legal Bk 2 Lt 5__ Parcel ID 05111433000 Permit # OSP 181353 Septic Hi Rebecca, Here are some photos of the septic repair. Once the hole was dug, I had Alaska Quality Septic pump out the tank. I then did a wipe down inside of the repair area, and applied the mastic coating. I put mastic on the lip of the lid cover before replacing. If you have any further questions please let me know. Thanks, Jim Cheney 1 Sonja Blewett From: Jody Maus Sent: Friday, August 09, 2019 1:46 PM To: Sonja Blewett Subject: FW: updated as -built survey, lot line waiver, and letter about tank repair Attachments: IMG_2762 jpg; IMG_2765 jpg; IMG_2768 jpg From: James Cheney <akcheney@gmail.com> Sent: Monday, January 07, 2019 9:46 AM To: Jody Maus <Jody@garnessengineering.com> Subject: Re: updated as -built survey, lot line waiver, and letter about tank repair Jody, During the installation of the septic system, the top of the septic tank was damaged by the tooth of the excavator. I went to Anchorage Tank who I had purchased the system from and discussed the repair with them. Their shop foreman gave me a round cut out that they have from cutting out the top hatches when they are manufacturing them. This is the same gauge material of the tank itself. I asked what they recommended I use for waterproofing material. They suggested any roofing mastic would work. I then cut the damaged area so that I had straight lines to weld to. I used a MIG welder to make the repair with the material that I had picked up at Anchorage Tank. I then used a roof mastic to waterproof the area of the repair. I am including photos of the damaged area and the repair. Jim Cheney On Thu, Dec 27, 2018 at 7:28 AM Jim Cheney <akchenev@gmail.com> wrote: Jody, I'm out is state until the 5th. I'll take care of it when I get back in town. Jim Sent from my iPhone On Dec 26, 2018, at 9:49 AM, Jody Maus <Jody@garnesseneineerine.com> wrote: Jim, Hope all is well and you had a Merry Christmas. I am following up on your file and I have not had a response regarding the items listed below that we need from you and the surveyor to complete our record drawing and inspection report submittal. Please email the status of these at your earliest convenience. Sincerely, Jody mains Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 223-0555 Website: www.garnessengineering.com <image001.jpg> <irnage002.png><image003Jpg> From: Jody Maus Sent: Thursday, November 01, 2018 10:08 AM To: akchenev@gmail.com Cc: buku@fixedheight.com Subject: updated as -built survey, lot line waiver, and letter about tank repair Jim, I went to your property on Tuesday and swung -tied all the new septic pipes and shot final grades. I have completed the record drawing and inspection report for the new septic system that you installed. In order to submit the documentation paperwork, we need the following items from you: • We need an updated as -built survey from you registered and surveyor. This is a new requirement that came into effect recently that requires a updated survey be done after all 2 installations. I have attached the preliminary record drawing which shows all the new septic standpipes that were installed with the table that has all the swing -tie information from the house corners. I have cc'd Buku with Fixed Heights, LLC so he has this information so he can update his survey. Please contact him to have this work completed and have him email me a signed PDF copy of the survey. Since the tank was damaged during the installation, we need an email or letter from you stating how you fixed it, that you consulted the tank manufacture about the repairs, and that the tank is watertight and good working order. We also need an email or letter stating that the old septic system was completely decommissioned per Uniform Plumbing Code (UPC) As you can see on the record drawing that is attached, the drainfield is slightly over 6 feet from the west lot line. The separation distance requirement is 10 feet. We are requesting a 6 foot lot line waiver with the record drawing. We do not foresee any issues with the granting of this waiver. Once we have this information, we will invoice you for service to date and submit the documentation and record drawings to the MOA Onsite Department Sincerely, Jody Maus Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 223-0555 Website: www.garnessengineerin-g.com <image001.jpg> <image002.png><image003.jpg> • MUNICIPALITY OF ANCHORAGE �}11111( On-Site Water&Wastewater Program PO Box 196650 4700 Elmore Road ` /. µ Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax (907)343-7997 "A �' http://www.muni.org/onsite " Department HOR On-Site Wastewater Disposal System Permit Permit Number: OSP181353 Effective Date: 10/9/2018 Work Type: Septic Upgrade Expiration Date: 10/9/2019 Tax Code Number: 05111433000 Site Legal Address: PETERS CREEK BLK 2 LT 5 G:1360 Site Mailing Address: 23306 TUNDRA ROSE AVE, Chugiak Owner: CHENEY JAMES E Lot Size in Sq Ft: 10500 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well 0 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 location of the undocumented septic field is unknown. If, during construction, the field is located, construction of the system will stop and a design change submitted to On-Site for review and approval. 10//(//8 CO ( Dc -to 5exci Ione ank defith , 1're"v �e.9( 1 CAct n9td 1'0 TD-I! w'sac X �f�{$long x 3 ED 64/Ai 7 Received By: r Date: 6 /I a /I S Issued By: 1,1//' / Date: 0/(// ' MUNICIPALITY OF ANCHORAGE /• _ Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. o51 - - 33 Property owner(s) JAMES CHENEY Day phone 244-9986 Mailing address P.O. BOX 90686,ANCHORAGE,AK 99509 Site address 23306 TUNDRA ROSE AVE., CHUGIAK,AK 99567 Legal description (Sub'd, Block& Lot) PETERS CREEK S/D; BLOCK 2, LOT 5 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ®all that apply) Initial ❑ Single Family(SF) Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy I (SF and/or D) Private Well ❑ Water Storage n THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 6 ` Waiver Fees: Date of Payment: l 0-3 Date of Payment: Receipt Number: 0%00 b Receipt Number: Permit No. OcA" 17) 3 Waiver No. (Rev.01/11) 111 GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING October 3, 2018 Municipality of Anchorage Development Services On-Site Water &Wastewater Program 4700 Elmore Road Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Septic System Upgrade for Peters Creek S/D; Block 2, Lot 5 To whom it may concern: The existing 3 bedroom house on the referenced property is served by a AWWU public water and an undocumented septic system. The septic system is possibly an old seepage pit, but it is unknown since the standpipe only extends -4 feet below grade and is filled with dirt. The owner would like to have a documented septic system to serve his house and has hired us to design the septic system. We are proposing that a new 2-compartment 1000 gallon plastic septic tank and deep trench type drainfield be installed. If after the line exiting the house is excavated and it is determined that the maximum burial depth for the plastic depth cannot be achieved, a 1,000 gallon steel septic tank will be installed instead. A test hole has been excavated in the area for the proposed upgrade and the drainfield has been designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: No surface waters were observed within 100 feet of the proposed septic system. 4. TOPOGRAPHY: Attached is the MOA contour map of the area. As can be seen on this contour map, there does not appear to be any slope concerns with the proposed upgrade. We have also shown some slope information on the design drawing for your reference. Please do not hes' ate to call us at 337-6179 if you require further information. Thank you for your assistance. incerely, effrey A ..r - ".E., M.S. Presi• - 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com co FOUR wiA L-1-=DRIVE r 7 omaR D m* m 0° ` r 1 -s--T----Tri- -Ii r -i- 13 2 x co D m RR 1 1 I 1 PETERS CREEK S/D: r Z• ?6 v v I I PETERS CREEK S/D: PETERS CREEK S/D: 1 PETERS CREEK S/D: I BLOCK 4,LOT 9 Z X m m oo • m m 1 1 BLOCK 2,LOT 9 I BLOCK 3,LOT 9 1 BLOCK 3,LOT 10 O mc�'i g °, c../x) ' I 7J x c x0 x0 . I-! -I I I- + -1 I - - r�Z om om 1 I I 1 r� 1 PETERS CREEK S/D: -0 V 1 A y CT . PETERS CREEK S/D: I PETERS CREEK S/D: 1 PETERS CREEK S/D: I BLOCK 4,LOT S O 1- mll a a I I v BLOCK 2,LOT 8 BLOCK 3,LOT 8 1 BLOCK 3,LOT 11 U) O Z 7r________,_____, �mo J C L 1rM 0 m 2 �-/ Im,y- 1 z 1 I -1 Z 1-' m N m ', - - - - - o I 111 Z PETERS CREEK S/D: I- m �1` Z co PETERS CREEK S/D: PETERS CREEK S/D: 1 PETERS CREEK S/D: n BLOCK 4,LOT 7 0 8 Z / 1 , D BLOCK 2,LOT 7 i __ BLOCK 3,LOT 7 1 BLOCK 3,LOT 12 C7 co x 0 Z ,-* O m z 1 I m w /Q 5 / 'Jo) - I :U -< DD m ]g .Io. /��- mD \\ + -1 07 8 D + �'` m .. n m PETERS CREEK S/D: m = w m `,_:;'* ay 0)r- { I m i . . PETERS CREEK S/D: m PETERS CREEK S/D: 1 PETERS CREEK S/D: 1 BLOCK 4,LOT 6 K li Z l'/� 71 13 M BLOCK 2,LOT 6 .I BLOCK 3,LOT 6 1 BLOCK 3,LOT 13 � O m I cbz '.n 1y I oO� �0 1 1 1 I + OD ej XZ 0, ; I r'= _ " I I $ D El �Jr oIIIIIII 1 / I ' PETERS CREEK S/D: R1 r PETERS CREEK S/D: I PETERS CREEK S1D: �_ `' / 1 C0 On m I \ I m BLOCK 3,LOT 5 1 BLOCK 3,LOT 14 I BLOCK 4,LOT 5 IliVI � cm rm I \ I _ / -1 I I- A x �EpT1C \\ 1 // 1 [ ,Zm] `' I-t-L--- AR� -1- I PETERS CREEK S/D: 0 D O n t-r�ETERS CREEK S/D: I PETERS CREEK S/D: I �• BLOCK 4,LOT 4 // , PETERS CREEK S/D: \I_ r 1 L n / 1 BLOCK 3,LOT 4 I BLOCK 3,LOT 15 m BLOCK 2,LOT 4 in � m I I m _I I N 33 s I�O `/ m I I PETERS CREEK S/D: co g a / D . PETERS CREEK S/D: I 0 PETERS CREEK S/D: PETERS CREEK S/D: 1 t I v 1 I I BLOCK 4,LOT 3 `\ I r BLOCK 2,LOT 3 i I 0 BLOCK 3,LOT 3 1 BLOCK 3,LOT 16 v I \\CLI \\ 1\ w �-� - -I ' I--; -I- -I i I- - \• \ =O i/ I 1 I I PETERS CREEK S/D: \ O n 4 r 1 PETERS CREEK S/D: ' PETERS CREEK S/D: PETERS CREEK S/D: • r�r I I BLOCK 4,LOT 2 F, 4��•` 'r,11• \ ^^\\ \\ o m I I BLOCK 2,LOT 2 I BLOCK 3,LOT 2 1 BLOCK 3,LOT 17 0z .. C„ ..• .. ,,,A ,,,A `\v' \\• \\m r / I I 1 - m •• v \ �Q As. \\ \ 1 1-i--'---- -I I I- �- -1 I "y \ 1 I PETERS CREEK S/D: i a •..c1-\•, � \'•\`\\ \� (//� \ PETERS CREEK S/D: PETERS CREEK S/D: 1 PETERS CREEK S/D: I BLOCK 4,LOT 1 C�n �� • % "!/�J, •\\\ I BLOCK 2,LOT 1 I BLOCK 3,LOT 1 i BLOCK 3,LOT 18 1 \.\\ ,1,1._ t : • ------- ----- --------------FI--------------------- V. • / ,\ \ • \ - , 1011 '1"--- #. �- ♦<c),:-..:" •• � ' \ \\\ VOYCr •. � � \\ \ C2 I TUNDRA ROSE AVE. ____ _ DESIGN CRITERIA: APPROXIMATE � ° . / NUMBER OF BEDROOMS: 3 LOCATION OF i • / GALLONS PER DAY(GPD): 450 WATER LINE O13 t'. PERCOLATION RATE/S: 3.2 MIN./INCH PER OWNER, ° R` A / PROPOSED APP.RATE 1.2 GPD/SQ.FT. JIM CHENEY. MINIMUM DRAINFIELD SQ.FT.: 375 CHENEY. 9<. DRAINFIELD DESIGN: 6' — / MAXIMUM DEPTH: 11 FEET @ ANY POINT 00 i / WIDTH: 2.5 FEET I / LENGTH: 40 FEET rirn / EFFECTIVE: 5 FEET r ACTUAL SQ.FT.: 400 E )1(\1 CD e // /\ — / SCALE: 40 I_ EXISTING y 3 BEDROOM _ 0 LOHOUSE Q NOTE:THE OWNER SHALL HAVE Z v U-1 THE WEST,SOUTH,AND EAST -J '/ LOT LINES,AND ALL 100 FOOT co WELL RADII FLAGGED BY Aiy.JD 4' 44 REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. y ALTERNATE SITE 0 Z ///// S W -- 100 100 FOOT WELL PROPOSED 1060 2-COMPARTMENT INSTALL FOUNDATION CLEANOUT RADIUS. / f INFILTRATOR SEPTIC TANK;IF TANK f10'+ ,g, AGRICULTURAL / MAXIMUM BURIAL DEPTH WILL NOT BE f 1 WELL PER CAMP EXCEEDED.LINE OUT OF HOUSE TO BE W L HOST OF RV PARK. EXPOSED AND TO BE DETERMINED IF ELD PLASTIC ASTICDEPTH EXCEEDS BE 4 F ETTA 1000 IFGBURIALLON s�+a �� / TH#1 PROPOSED EEDESIGN RIITEIRI ((�v;S'52 STEEL SEPTIC TANK SHALL BE INSTALLED. ' (JQ ///MT_- // / co MT (J '' UNDOCUMENTED SEPTIC SYSTEM.POSSIBLY AN OLD INSTALL DOUBLE CLEANOUTS (10.3"S CESPOOL.IF ANY PORTION OF THIS IS FOUND TO BE I ENCROACHING ON THE PROPOSED DRAINFIELD,ANY I GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER CONTAMINATED PORTION SHALL BE REMOVED AND A THAT PERTAINS TO THIS DESIGN.BY PROCEEDING DIRT PLUG OF NATIVE SOILS(2.5 FEET WIDE)SHALL BE FORWARD WITH THIS INSTALLATION,THE PLACED BETWEEN THE OLD AND NEW SYSTEMS. /--TOE OF SLOPE ENGINEER,WELL DRILLER,CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO j AC CEPT THE TERMS AND CONDITIONS OUTLINED. J _ 10'POWER EASEMENT -4-5'TALL BANK t TOP OF SLOPE ti VA 4 •. :� �. I\ •:*�i. GA_RNESS ENGINEERING GROUP, Ltd .... • ...; ENGINEERING SALES CONSULTING 0 so 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246'WEBSITE-www.gamossengineenng corn. • •• , PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ,#�• 'i• : r.y A. . Hess :•�/ JIM CHENEY 244-9986 2 OF 2 �•-- : CE- 95 °�_,. ♦ J.° • PROJECT/LEGAL DESCRIPTION: DRAWN BY: .♦F�••••• /v �� i j.••c,.4,4, PETERS CREEK S/D; BLOCK 2, LOT 5 J.L.M. •�FO p•••••.•••••''' P� �4p TYPE OF WORK: DATE: REVISED LICENSE 141u"S` * DESIGN OF PROPOSED SEPTIC SYSTEM 10/5/2018 #AECC884 1 ..t... =.<v.2.•7\... .. .�''•••. • �•i (TARNESS ENGINEERING GROUP, Ltd .... --- • - ENGINEERING SALES CONSULTING — • 3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.M 99507•PHONE(907)357$179•FAX(907)338.3246•WEBSITE'w w grnoss"nglnoorirg.(xxr ,7: . SOIL LOG - PERCOLATION TEST 0•�, J° = A. Gant.SS 'Q ♦ J, CE-79153 ;' � LEGAL DESCRIPTION: PETERS CREEK S/D;BLOCK 2,LOT 5 •v.CPFo••',y�C Ir Ji ..*"" / PERFORMED FOR: JIM CHENEY DATE: 9/24/2015 2DI`a .1 /�J'p�V� " ONP .•• LICENSE 14 i FES` *** DEPTH • pirGc " !#AECCa84 (feet) TEST HOLE #1 1 — ORGANICS =:: /FILL/DEBRIS SOIL CLASSIFICATIONS SITE PLAN 2 (ROOTS) : ,: .a, GW ORG 3_ L' . GP !J ML ' .-' ' 11.111!11 GM I�� CL rtr.: ''•45 +iGP wig GC ; OL �,P� 4 .�•.r>: `__=' s" 0O°O'°' SW I MH !,Q 5ia1C `° °�° °' �(/ 5_ � SP J/7 CH �� i,, r I�lfHH SM /� OH �� ' ' r *j� '; SCg G:; s. r P .,::, i,, ! r DEPTH TO . , ., , r GROUNDWATER DATE �0 N ... 5 8 ;: 3.: DRY 9/24/2018 :tea r _ —, =-?;: DRY 10/1/2018 SCALE: 'r:i-: • 11 - K : 10 --•..::::.;::, r tea; �+ r GP GM DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 �..w TIME (MINUTES) READING (INCHES) + r 9/24/2018 1 12:24 - 6" - 12 —..-4.: 4' r 2 12:34 10 1 -3/4" 4-1/4" `�'i , r 13 �.. r 3 12:34 6" - i'i', r 1 ..12.-..2-. 4 12:44 10 2-7/8" 3-1/8" r 14 —‘.,w�. 5 12:44 - 6" - 4i , IN h;•.s^ • 6 12:54 10 2-7/8" 3-1/8" 15 —N...:::.,-!;::: • 7 12:54 - 6" - i:' 8 1:04 10 2-7/8" 3-1/8" 16 ;- ..'f ,r Ill 9 1:04 - 6" - .t' 17 10 1:14 10 2-7/8" 3-1/8" B.O.H. 11 1:14 - 6" - 18 — 12 1:24 10 2-7/8" 3- 1/8" PERCOLATION RATE 3.2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES • NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /4--)/S- " 'f8 .1 MUNICIPALITY OF ANCHORAGE :,l<r Development Services Department �`✓�� Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Septic System Owner-installer Agreement The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner to perform work on an on-site wastewater disposal system to serve that individual's owner- occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1. The property owner and excavation equipment operator may perform work on no more than one owner-installation project in a 12-month period. 2. Ow73 r's pl5e / ivj ,nvolvement wfthe installation: f 3. The name of the excavation equipment operator: ati/kr 4. I agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: -,7d# Ra /.5 6. I agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.070. c. Advance notice given to the On-site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7. I agree to have the project-specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8. I agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. As owner of (legal description) Lai6- 2 /ga�'S 6'edv I agree that the information above is true and accurate. Owner's printed name: WIGS 6-• C4/OV Owner's signature: Wi��-•Z , Date: /9' 8 Mailing Address: P. 0. Box 196650 * Anchorage, Alaska 99519-6650*www.muni.org ryE fib Municipality of Anchorage On-Site Water and Wastewater Program (907) 343-7904 s.A I I T Certificate of On -Site Systems Approval Parcel I.D. 051-114-33 1. GENERAL INFORMATION: Expiration Date: Jan 0 Complete legal description PETERS CREEK BLOCK 2, LOT 5 Location (site address) 23306 Tundra Rose *Chu-qiak 99567 Current Property owner(s) James Cheney Day phone 244-9986 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: FA Single Family (w/wo ADU) ❑ Duplex r-1 Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual 0 Individual Water Storage D Holding Tank 17-1 Community Class_Well 1771 Community 1771 Public Water System V] Public Sewer El WaiverNariance request for: Distance: ... .... . .. . Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 75 Waiver Fee $ — Date of Payment p A0 a Date of Payment � Receipt Number C I G 3 G Receipt Number COSA # OSC211002 Waiver # Ck"', 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, 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: Garness Engineering Group Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the{ O� s evaluation. Separation distances were measured to readily identifiable features. Hidden defects or (� • . • ��} encroachments may exist that were not identified during the evaluation. The operational life of all wells �?� and septic systems depend upon a variety of variables, including but not limited to, soil conditions, , T 1 ��: groundwater levels (that may fluctuate during the year), quality of construction (materials and Q 4y workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and .... ` r� """"' • . . • . • . are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system s 1P '.•J 6f ey A. Garness: can be installed on the property in the event either of the current systems fail to perform adequately in Q 9, CE 7953 the future. The content of this report is for the sole benefit of the person/party that retained GEG to�4 sr •) f perform the evaluation. Reliance upon the information provided in this report by any other person or Oro party (including subsequent property purchasers) is not authorized, nor will it confer any legal right �� p�ofesst�"a4� whatsoever. 6. DS[� SIGNATURE #AECC884 ./ System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved `\�\Q�y\�Y OFA,t,_��ir� Conditional approval for bedrooms, with the folio,rr stipt.i4 W*$1';TE WATER Ain m f By:J—)d—,k,y A ( 6_nky Original Certificate Date:f 7 ?b 9 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: PETERS CREEK; BLOCK 2, LOT 5 If more than 1 septic system on lot: COSA Checklist # of Parcel ID: 051-114-33 Structure served by this system ELL DATA AWWU WATER E01 Well log d with Onsite (or attached) Well production at time of test Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) n. Date of flow test for CO _ Static water I beginning of test ft. B. TANK DATA Age of tank(s) 2 years Tank type/material SEPTIC/STEEL Measured operating fluid level in septic tank 50" X Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA 5 -WIDE Which system tested (date installed) .1011M1B M ALL standpipes present per record drawing Total measured depth from grade 11.9 ft (max) Measured depth to pipe invert from grade 8.3 ft (min) ❑ N/A — pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Water storage tank volum gallons Well disinfected coliform test? ❑ Yes X No bacteria is Negative _ mg/L ❑ Nitrate less than MRL (ND) ug/L ❑ Arsenic less than MRL (ND) Collected Date of Sample FT STATION ElRequir aintenance completed Age of lift station yea Lift station material rrr,,,,,,onr� N/A Adequacy test date NEW Results Q✓ Pass For 3 bedrooms Fluid depth prior to test NEW in Water added NEW gal New depth . Elapsed time NEW in NEW min X Code -required soil cover over field Final fluid depth NEW in ❑ System presoaked Absorption rate 450+ god (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NONE date of test) N/A Gallons introduced N/A gallons If yes, enter date Comments/Deficiencies: HOME HAS NEVER BEEN LIVED IN, SEE ATTACHED EMAIL FROM OWNER -SYSTEM NOT TESTED, BOTH MTS DRY N 1/4/20201, COSA Checklist yellow sheet E. SEPARATION DISTANCES AWWU WATER ivate Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift S a�.QLot > 100' ifNo_It Neighboring Tank> 100' ❑Yes if Absorption Field on Lot> 100' ❑ Yes 'if Neighboring Absorption Fief' Yes if No _ ft Sewer Main > 75' ❑ Yes if No _ ft Community Sewer Manhole/ ut > 100' ❑ Yes if No _ ft Py'ua ewer/Septic Line > 25' ❑ Yes if No _ ft Tank > 100' ❑Yes if No _ ft Animal Containm _ 0' ❑ Yes if No _ ft Manure/Animal Excreta Storage > Wells on Adjacent Lots: ❑ Yes i ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Yes if No _ ft Surface Water > 100' ❑Q Yes if No _ ft Property Line > 5'✓❑ Yes if No _ ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No _ ft Private Wells > 100' *x Yes if No _ It Water Main > 10' ❑ Yes if No _ ft Community Wells > 200'✓❑ Yes if No _ It Water Service Line > 10' Yes if No—ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ✓❑ Yes if No _ ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No 6 ft Wells on Adjacent Lots: Water Main > 10' ❑ Yes if No _ It Private Wells > 100' ❑D Yes if No ft Water Service Line > 10' ❑v Yes if No _ ft Community Wells > 200' ❑✓ Yes if No _ ft Surface Water > 100' ✓❑ Yes if No _ ft F. ENGINEER'S COMMENTS *SEE WAIVER WR#201031. **LOT TO THE WEST HAS A SHOP ON IT WITH NO WELL ON LOT. LOT TO THE EAST IS REPORTED TO BE SERVED AWWU VIA THE LOT TO SOUTH. G. ENGINEER'S CERTIFICATION 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. COSA Checklist yellow sheet o�l OF V4�p DO P •.J r A. Gayness: O� �4�fP� • •�.t�ta .lr'�.o°%� �4Pa rofessi o #AECC884 Jeff Garness From: Sonja Blewett Sent: Tuesday, December 29, 2020 4:29 PM To: Jeff Garness Subject: Fwd: Document - Dec 29, 2020 Sent from my Phone Begin forwarded message: From: Jim Cheney <akcheney@gmail.com> Date: December 29, 2020 at 4:26:47 PM AKST To: Sonja Blewett <Sonja@garnessenginee ring.com> Subject: Re: Document - Dec 29, 2020 Sonja, The home at 23306 Tundra Rose Ave has not been occupied since the septic installation in 2018. Thanks, Jim Cheney Sent from my iPhone On Dec 29, 2020, at 3:24 PM, Sonja Blewett <Sonja@garnessengineering.com> wrote: Can you send us email stating home has not been occupied since septic was installed in 2018. Thanks Sonja Sent from my iPhone On Dec 29, 2020, at 11:42 AM, Sonja Blewett <Sonja@garnessenginee ring. com> wrote: Hello! Has your home been occupied? Thanks Sonja Sent from my iPhone Begin forwarded message: 1 LOT 6 — — — — — — TUNDRA ROSE AVENUE- — LD EAST 70.00' UTILITY POLE x LOT 5 x 10,500 sq. ft. v, x x--------------� I I WOOD DECK I x 20.0' II I I I � O z I x I I I I x o 2 -STORY W i v FRAME 6 I I HOUSE I I i mll ml 12.6' 20.0' SEPTIC CLEANOUT I x I (�l x SEPTIC Z STANDPIPES O NOTE GRAVEL DRIVEWAY 28.4' 2 x x O [SHED O x O x ------------------------------------- 10' POWER EASEMENT ., _ x — x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th DAY OF DECEMBER, 2020, AT ANCHORAGE, ALASKA. FIXED HEIGHT, LLC NO CORNERS SET THIS DATE SCALE 1" = 20' Land Surveying Services 907.290.8949 WWW.FIXEDHEIGHTCOM JOB # 19075B