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HomeMy WebLinkAboutT15N R2W SEC 25 LT 115T15N R2W Section 25 Lot 115 #051-283-16 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http:/Iwww.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211483 Work Type: Septic Upgrade Tax Code Number: 05128316000 Site Legal Address: T1 5N R2W SEC 25 LT 115 G:0753 Site Mailing Address: 15631 CHRIS CT, Eagle River Owner: COOK SCOTT C Design Engineer: ARC TERRA CONSULTING INC This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft trent L � 4 r. Deparrment Total Bedrooms: 12/3/2021 12/3/2022 108900 Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Received By: Issued By: Date: Date: �d 1 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-283-16 Property owner(s) Scott & Brianna Cook Mailing address 15631 Chris Court, Eagle River, AK 99577 Site address 15631 Chris Court, Eagle River, AK 99577 Day phone Legal description (Sub'd., Block & Lot) T15NR2W SEC 25 LOT 115 Legal description (Township, Range & Section) Lot Size 108900 Sq. Ft. Number of Bedrooms 0 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ® Initial ❑ Single Family (SF) ❑� Septic Tank © (w/wo AD U) Upgrade M Holding Tank ElRenewal ❑ Duplex (D) El Privy ❑ Multiple Dwellings ❑ (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. Dea Duffus (Signature of property owner or authorized agent) Permit/Rush Fees: �% 5 Waiver Fees: Date of Payment: 1 1 2q a 0 a Date of Payment: Receipt Number: —00(o 176 Receipt Number: Permit No. 6 S P a 1 I y 8 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211483, Rebecca Carroll, 12/03/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211483, Rebecca Carroll, 12/03/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211483, Rebecca Carroll, 12/03/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211483, Rebecca Carroll, 12/03/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211483, Rebecca Carroll, 12/03/21 MUNICIPALITY Development Services Department iPhone: 907-343-7904 On -Site Water & Wastewater Section - " F 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. Owner's projected active involvement with the installation: Excavation and Installationn of new drain filed and required holding tank repair or replacement 3. The name of the excavation equipment operator: Scott Cook 4. 1 agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: Arc Terra Consulting Ken DufFus 6. 1 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. 1 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. 1 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)_ 7-15 &.1 R,") w Se c- I agree that the information above is true and accurate. Owner's printed name: Scott Cook Owner's signature: _� Date: 9 -az)- ;zy ���. Miling�ssaoo. 19�6650��c1�gagelaska�9959 650wvwv�nunt a�rg�.����� jui 2:i 1 "V' 10:40a & PLI'llp SGt' -67 2"3074'2. p.2 Well Driffij)g Permit Nuwk-r, Y.W pared Identiffleation Numb;,�x:-051 – �?83 - Legal Description T 15 N 5 x.115 pump Installation Due: Pump 111t: ke I)ept.b '13ALIoly'rop, of ly,ell C a shg,- 39b ceet PUMP Ma)u ufaciare-r's Name: PUMP Model: 1''$.'M{ / Pump Size ( hp Pitless Adapter BUTIU1 -,r)'jpth-, [ Z. feet -Pitlpy,s Adapter Manta N, , al-,je: Pitles5 Adapter Inst:11jej.: 'Nell DIAnfutedUposi Ccrjjpletion,!'IL No Method oft'Disinfectjoij; % Comments, Date of Issue: Property Ow,,ier Name &- Address: IN Attention: Thtpufnp; sisal '+_ shalli. provide a gurr.-L irstallatimi leg - .. . I.— _Ds.- 30 dy,13 Of pa -imp installation. OeVelopn%er& services 0epartment Building Safe.-ty E)ivisiun C)?' -Site Water A Wasstewater Program 4700 Elmore koad P.O. Box 196650 t'fa,Wayor oh 4,ichcrwe, AK 99507 (F�07) 343-7504 Pump Installation Log Well Driffij)g Permit Nuwk-r, Y.W pared Identiffleation Numb;,�x:-051 – �?83 - Legal Description T 15 N 5 x.115 pump Installation Due: Pump 111t: ke I)ept.b '13ALIoly'rop, of ly,ell C a shg,- 39b ceet PUMP Ma)u ufaciare-r's Name: PUMP Model: 1''$.'M{ / Pump Size ( hp Pitless Adapter BUTIU1 -,r)'jpth-, [ Z. feet -Pitlpy,s Adapter Manta N, , al-,je: Pitles5 Adapter Inst:11jej.: 'Nell DIAnfutedUposi Ccrjjpletion,!'IL No Method oft'Disinfectjoij; % Comments, Date of Issue: Property Ow,,ier Name &- Address: IN Attention: Thtpufnp; sisal '+_ shalli. provide a gurr.-L irstallatimi leg - .. . I.— _Ds.- 30 dy,13 Of pa -imp installation. Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water & Wastewater Program 4700 Elmore St • P.O. Box 196650 Anchorage, AK 99519-6650 • httpJ/www.muni.orglonsits • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 121,302 PID Number: 051-283-16 ❑ New ■Upgrade Name: LARRY RHYMER ABSORPTION FIELD ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: 15631 CHRIS COURT *CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: Soil Rating:Total Depth from original gentle: (907) 250-8201 6 4.0 GPD/Sq. Ft. SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: SEE DWG. Ft. Gravel depth beneath pipe: 0.51/0.51 R. Subdivision: Block: Lot: Fill added above original grade: Gravel length: — — 115 SEE DWG. Ft. 2 ® 23 = 46 F, Township: 15N Range: 2W Section: .25 Gravel width: We Number of lines Distance between lines: 5 Ft — — Ft. SEPARATION DISTANCES Total absorption area: umber of trenches: Diet. between ranches: To From Septic Absorption Tank Field Lift Holding Public/Pdvote Station Tank Sewer Lines 230 50. Ft. 2 10 Ft. Well 100'+ 100'+ 100'+ — 25'+ TANK ■ Septic ■ S.T.E.P. CHolding ❑ Other Manufacturer: capacity: Surface Water 100'+ 100'+ 100'+ — ANCHORAGE TANK 10002000 Gal. Lot Line 5'+ 10'+ 5'+ — N/A Material: STEEL Number of compartments: 2 Foundation 5'+ 10'+ 5'+ - LIFT STATION Curtain Drain NONE KNOWN Manufacturer. capacity: ANCHORAGE TANK/ADVANTEX 2000/68 Gal. Remarks: 'Pump on' level at: TIMER/32" Pump oH' level at: TIMER/22" High water aloan at: 45"/36" OLD SEPTIC TANKS WERE DECOMMISSIONED PER UPC. Pump Make a Model: Elecwoal Inspections performed by: 20 OSI O5 HHF/PF 2005 RED[ ELECTRIC PIPE MATERIAL House to tank ABS2661 Tank to ABS2661 droinfield Installer ALASKA EXCAVATING Droinfield D3034 CO MT ABS2661 CO/MT GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 pt. Inspection Dates: 1st 10/31/12 2nd 10/31/12 Location and Description: 3rd 10/31/12 4th 11/2/12 BACKDOOR THRESHOLD Community D lopme D partment Approval eNSINOMseAL opo F 40 Conditional approval Date: 11116,11;t •�t"Ah...gC .... ...... d0 STEP -IOt 0 ....... ..... l l fxJtnd i t oe i ✓ %f S1101, I i Q SpU e O /S(g �O •.Je A. am s. Approved: m O 9• •' E-1795,13. •' a}O �44f@�esl12; cavoO 44 oprofessio Date: aoo ��4000000 PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: OSP121302 051-283-16 A B DBL1 31.16 31.09 DBL2 31.49 29.52 DBL3 30.34 30.43 DBL4 30.97 28.90 DBL5 28.35 22.35 DBL6 30.00 22.91 DBL7 27.82 21.16 DBL8 29.59 21.18 STI 46.87 20.93 ST2 52.10 25.36 ST3 56.98 29.77 MH#1 66.97 39.30 MH#2 70.38 42.60 C01 40.72 25.45 MTI 51.77 35.62 CO2 62.46 47.14 CO3 56.56 34.18 MT2 66.98 54.51 E04 76.38 156.33 U SEWER LINE LOCATIONS NEW SEWER LINES WERE INSTALLED FROM BUILDINGS TO DBL 10' FROM THE EXISTING WATER LINE C/O'S ARE ASSUMED, THE (LOCATED IN THE FIELD). THE WATER ACTUAL LOCATIONS ARE LINE LOCATION SHOWN ON S4 GROUP UNKNOWN. AS -BUILT MAY DIFFER SLIGHTLY. DBL1&21 //j1 "7/!C01 1.1.25" FA EXISTING 2 BEDROOM A.D.U. T15N, R21 SEC25, LOT A- �� ..,Q B NEW WQO NEW 2000 GALLON I } GALLON STEP T NK I J EXISTING SEPTIC TAN L '•'1"•. OLD DRAINFIELV 4 BEDROOM V2)AX-20AV TABANDONED IN PLACE HOUSE I, .UNITS El � -1.25" PRESSURIZED LINE -4" GRAVITY LINE FA i EXISTING / WATER SERVICE / \ LINE O) C _U .7 m ' 100' WELL RADIUS w / GARNESS ENGINEERING GROUP, Ltd. * � H .:Iy*I CONSULTANTS & GENERAL CONTRACTORS ....... ... ..... .......... E. WDM 9NU, 5011E 101 • MNORWE, M 88001 • NNE (801)33!-8179 . FM (907)].18-]248 . MEB811E cw.9amepen inewi 9 Msom EPARED FOR: PHONE NUMBER: PAGE NUMBER: . ........ ........ LARRY RHYMER 250-8201 2 OF 4 QO P A. G Hess: ;AL DESCRIPTION: DRAWN BY: T15N, R2W, SEC 25, LOT 115 PNB X04 @ 7...!j ids' �avO� 'E OF WORK: DATE: Q�Qo''oro fe E&0\� AS -BUILT DRAWING 10/4/13 S �� my D— Z O mzoA N Dp2 yAmO_ nNmm < Zm _ O Z (a�'C7 xAo Zo.ND�.. r r -110 f,Ai 6 O N2zmmy m �� —{ r {p =OmAA2 m On 0 m —9 m z m m>c?mm II W II Z N C mm m o Z;Dmm000=:zZ 00�Zr�1ZCymA N C (Oz N oom W� �Z W W W<>�=Dmo mmAmotiwo rrl pO AZ ! jCD N -U �m00 A = A3- o TJ < Oq ® m �a m•vNi =�=mZZ co �� h O• mZN yXKy Fm m �_ m � mmomoD mmrm m pI, N m*OM>W<rM- K C oOmmAz as ® S m m ZiAOmoomm zO<ZP-1 in u9� A� O Z A_ AZ mNA_O S z -I W m Ny n � O m- a w n >,-DoyZtir Z VI =O A y- O p t mG� m.� m =�ZNo0 m-I7,rD-n=m� O 1 "000000 ; A�n� �mN OZOZ O O D Z O C7 �o c >cAoozocs D m�D D -+ Z D A Z ~O D yM z m I_ r Z "z < O D Z cn r N G7 z D NN m ,CD ®� +m �z -z D II II A Z < Z �mc00 m D P ND am .Z1 --I om_ O V IIO pD N m A �� 0 Z m co r m m A N O '^ 0 m --1 O m1O m II - �� W II m m W II II i O W O NZ tOC NGS > D V p —+G7 Z COp o y I W M O z� 0 NI Ln roz II S m W �m y z Z� A Z � m A m N yv z D m 000000 p X O D Ny < (JI O �� y m mI 4 W D Z z �x o D z V u O -11 O I Z 0 0 N V 0 W 0 O i O Z 9 A 0® y 'p: O m W C)'r O AO y y Jzbo II m z AZ I �D sfi j. O II 0 ti A 0 Oo d O II Om IDA �0;o 2 p Atio m m 11 m 0 II c V 00 W A Lj� A p C D O O Z W O 0 V 1 LI)O W n A D r O I F- ® z IID No cn z 00 N N W 0 60 U9 I C W S op6�Op .... .,, *TH v �O DATE: DRAWN 10 4 13 *yew ........... .. ... ........D D :. O ....... ....: ... LEGAL DESCRIPTION: T15N, R2W, SEC 25, LOT 115 f Gar ess; /-� 7�,J '�'GARIv'ESS ENGIl�EERING GROUP, Ltd. Qp� s.I. CE -79 3 TYPE OF WORK: PROFILE AS -BUILT DRAWING ]-1 E. NIXMe xpp. WE 101. MCMW4. CCNSULTAN73$GENERALCONTFACTORS x[ 96A) RSME I90>I Jai-61)9/f.Vf: I99)f ]8 32.6. 9EBSIIL nn.p�ae,nq'-9.. L/1I • ��• •'f 0. oNg P�Ofgs ��• \� �op0 p PREPARED FOR: LARRY RHYMER PHONE NUMBER: PAGE: siOn� 250-8201 To whom this may concern: In regards to the property at T15N R2W Sec25 L115 (15631 Chris Court), one end of one of the drainfields is slightly shy of cover. This can be resolved in the spring of 2013. We will then being able to confirm the grass is growing over mounded drainfield. In a groundwater monitoring tube adjacent to anticipate the need to escrow no more tly, Please contact me with any questions. h q re y, am ss, P.E.ent contractor shall install a tank. We you. /ODU Or 3AG A Subsidiary of Chenega Corporation 6151 A St. Anchorage, AK 99518 907-561-2323 907-261-3299 F Sonja Red! Electric LLC provided the electrical work for the new Septic System at 15631 Chris Ct Eagle River. All work was preformed with licensed Electricians and per NEC; Eagle River does not require an Electrical Inspection. The work was performed by Zack Richardson License number 20030659 All work was completed on or before 11/5/12. Red! Data Solutions completed the hard Data line to the phone system yesterday 11/12/12. It is tied into tine 622-7131. If you have questions please call 261-3226 Larry Rhymer President Redi Electric LLC On -Site Wastewater Disposal System Permit 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 Permit Number: OSP121302 Tax Code Number: 05128316000 Work Type: Septic Upgrade Permit Effective Dates: October 31, 2012 to October 31, 2013 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: T15N R2W SEC 25 Site Legal Address: T15N R2W SEC 25 LT 115 G:0753 Owner/Address: RHYMER LARRY 2957 CROWS NEST CIR ANCHORAGE AK 995152704 Site Mailing Address: 15631 CHRIS CT, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank /o -3I-/)2 //;o,o Lot Size in Sq Ft: 108900 Total Bedrooms: 6 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. Received Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On -Site Water & Wastewater Program Mayor Dan Sullivan Phone: 907-343-7904 Fax: 907- 343-7997 On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcell.D. b51 '2$3'16 Property owner(s) LARRY RHYMER Mailing address 15631 CHRIS COURT *CHUGIAK, AK 99567 Day phone 250-8201 Site address 15631 CHRIS COURT *CHUGIAK, AK 99567 Legal description (Sub'd, Block & Lot) T15N, R2W, SEC 25, LOT 115 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: Gall that apply) Initial ❑ Single Family (SF) ❑ Absorption Field ® Upgrade ® (w/wo ADU) Septic Tank ®Renewal Duplex (D) [� ❑ ❑ Holding Tank Multiple Dwellings Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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: Waiver Fees: Date of Payment: qfw 11*2 Receipt Number: Q 1 Pq g% Permit No. (35 P I a 1309, Date of Payment: Receipt Number: Waiver No. Aee vet 1 (Rev. 01/11) October 24, 2012 (Revised) Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic for T15N, R2W, Sec 25, Lot 115 (Permit; OSPI21302) To whom it may concern: The referenced property is currently under review for a septic permit. The owner has decided that he would like to use the advance treatment option for installation. In addition, he would like the drainfield located in a different location. The drainfield location has been revised as well as a few additional components are being proposed for the septic system. Please see the revised 100 & 40 scales, as well as the following revised letter. The referenced property (detached duplex) is served by a private well and septic system. The existing septic system is in a state of failure and needs to be upgraded. We are proposing to install an Aerocell treatment system (or Advantex system) which includes the installation of a 1000 gallon septic tank, followed by a 2000 gallon STEP tank (an effluent pump station if the Advantex system is installed) and a trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of testhole 42. Comments regarding the design are summarized as follows: 1. SOILS: Seethe 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: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the topography around the drainfield is running northwest to southeast and varies between 10-15% and 3-5%.. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. A.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com T15N, R2W, SEC25. LOT 91 I I I I I I I GREEN PASTURES LOT 2 I I I I I I I I 1 O u I 1 \ (:SEPTIC T15N, R2W, ARF SEC25. LOT 90 � I / m I I \I WELL RADIUS L-------------1--- 1 J 50' BLM ESA\T / ALMJJALL enue ------------------ T15N. R2W, I T15N, R2W, SEC25. LOT 123 I SEC25. LOT 122 I I / I J N I WELL DOES NOT SERVEPT11 SCALE: I\ 6--1 ' 1100' \ J BONNIE LOT A / BONNIE LOT B \ I\. ,nn' wri i onn,nc 1 \ J \ 4 / 100' YELL RADIUS I / T15N, R2W, SEC25. LOT 116 CSEPTIC ARS T15N, R2W, ��� — SELP LO 121 GARNESS ENGINEERING GROUP, Ltd. p CONSULTANTS & GENERAL CONTRACTORS. �.. ..... ... .. ...... .... :... I E. 1 WR R . SUITE 101 - "WRAM M 99501 - MK (607)337-6170 • FAX (907)336-3216 9rE n. nwx.�mwaylnaelrpxdn tEPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ...• •••••• LARRY RHYMER 250-8201 1 OF 1 Q� a f A. rn s;' GAL DESCRIPTION: DRAWN BY: T15N, R2W, SEC25, LOT 115 PNB�� e 'iotL�,.�' oAv� °E OF WORK: DATE: COY,4�4rf essI0 o SITE PLAN 10/24/12 (:SEPTIC T15N, R2W, ARF SEC25. LOT 90 � I / m I I \I WELL RADIUS L-------------1--- 1 J 50' BLM ESA\T / ALMJJALL enue ------------------ T15N. R2W, I T15N, R2W, SEC25. LOT 123 I SEC25. LOT 122 I I / I J N I WELL DOES NOT SERVEPT11 SCALE: I\ 6--1 ' 1100' \ J BONNIE LOT A / BONNIE LOT B \ I\. ,nn' wri i onn,nc 1 \ J \ 4 / 100' YELL RADIUS I / T15N, R2W, SEC25. LOT 116 CSEPTIC ARS T15N, R2W, ��� — SELP LO 121 GARNESS ENGINEERING GROUP, Ltd. p CONSULTANTS & GENERAL CONTRACTORS. �.. ..... ... .. ...... .... :... I E. 1 WR R . SUITE 101 - "WRAM M 99501 - MK (607)337-6170 • FAX (907)336-3216 9rE n. nwx.�mwaylnaelrpxdn tEPARED FOR: PHONE NUMBER: PAGE NUMBER: •• ...• •••••• LARRY RHYMER 250-8201 1 OF 1 Q� a f A. rn s;' GAL DESCRIPTION: DRAWN BY: T15N, R2W, SEC25, LOT 115 PNB�� e 'iotL�,.�' oAv� °E OF WORK: DATE: COY,4�4rf essI0 o SITE PLAN 10/24/12 NOTE: ALL SEWER LINES JOINTS WITHIN 10 FEET OF WATER LINES MUST BE ENCASED IN CONCRETE. PROPOSED TRENCHES SHALL BE 10'+ FROM WATER SERVICE LINE 1 NUMBER OF BEDROOMS: 6 GALLONS PER DAY (GPD): 900 PERCOLATION RATE/S: 2.9 MIN/INCH PROPOSED APPLICATION RATE: 4.0 MINIMUM DRAINFIELD SQ.FT.: 225 EXISTING 2 BEDROOM A.D.U. MAXIMUM DEPTH OF EXCAVATION: 1.5 FEET WIDTH: 5 FEET LENGTH: 45 FEET TOTAL (2 0 22.5 FEET) M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET NOTE: ALL SEWER LINES / JOINTS WITHIN 10 FEET OF / WATER LINE MUST BE ENCASED IN CONCRETE. NOTE: THE CONTRACTOR ! SHALL HAVE THE EAST LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED i --- LAND SURVEYOR PRIOR TO CONSTRUCTION. T15N, R2W, PROPOSED PUMP, . SEC25. LOT 90 STATION IF ADVANTEX SYSTEM IS INSTALLED MT. TALL FCO'S, ! // T15N, R2W, PROPOSED PUMP, . SEC25. LOT 90 STATION IF ADVANTEX SYSTEM IS INSTALLED CO E ISTING D / ABANDONED IN PLACE / PROPOSED / 000 GALLON STEP TANK 2-650 QUANICS AEROCELL UNITS OR 2 X-20 ADVANTEX UNITS \ PROPOSED r /� \ 1000 G�TANK N �, f EXISTING OT EXISTING 4 BEDROOM / 1� � EXISTING TANKS TO QEHOUSE (�" DECOMMISSIONED PEfi1 ❑UPC. TH#1 1 Shed PROVIDE -MAXIMUM 3:1 SIDE ' SLOPES ON MOUND. TOPSOIL & REVEGLTiCTE. EXISTING / WATER SERVICE 100' WELL RADIUS \ LINE GARNESS ENGINEERING GROUP, Ltd, CONSULTANTS GENERAL CONTRACTORS 3101 E. IUWR e0.50, SUITE 101 r MCXORAOE, M 99507 •PHONE (901)331-8119 r FM (907)338-3218 r �gg�; wxw.90 rmuenginofin9.can PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LARRY RHYMER 250-8201 2 OF 2 LEGAL DESCRIPTION: T15N, R2W, SEC 25, LOT 115 TYPE OF WORK: SEPTIC DESIGN UPGRADE OSP121302 I PNB LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND 10/24/12 ��opp0 OF AL X44 ..... .......... -y mess.- CE ess;CEa� .t,p cc°'opi oo�oopp4 OF AL �4 GARNESS ENGINEERING GROUP, Ltd.. CONSULTANTS 8, GENERAL CONTRACTORS 4 J •d D 3701 E'NOOP RWD, 9UIfE 101 • INCHORRCE, M. 9950] r PXOtlE (9077M-7---6179- • W. C997J338-32K r �Re 9°mexmgineerin9<om SOIL LOG - PERCOLATION TEST ....................D LEGAL DESCRIPTION: T15N, R2W, SEC 25, LOT 115 e . amess,: Q PERFORMED FOR: LARRY RHYMER DATE: 7 16 12 4 e CE 795 (feet) ^ � � RGANICS Qa Profess*%00 oma :>"•� TEST HOLE #1 ppp000�� "••• SOIL CLASSIFICATIONS •. to_ • GW ORG �".•: ,.d .';:tar:• GM CIL '••• GC OL 4 ti .:e"••: ;d�'••: ° ° ° 0 o000 GW TO SP ° �:d>"••: SP CH 5 ••. SM ' ; OH 6 SC SEE ATTACHED SITE PLAN 7 '.b..;,�.� ••. DEPTH TO DATE 8 ` `•' ••. ,.>••. 10 B.O.H. 1' = 100' 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 14 15 16 17 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2 FT. AND 3 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: L-1YES® NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GROUNDWATER HEAVY TIME (MINUTES) WEEP ®8' 7/16/12 6' 7/26/12 $• TIME (MINUTES) READING (INCHES) 7/17/12 ABSORBED 6 OF WATER IN 1.5 MINUTES 5 TIMES GROUNDWATER WET ® 10.5' o06oppp�o 4'4" 10/20/12 4'4" o OF D GARNESS ENGINEERING GROUP, Ltd. y�0� — CONSULTANTS & GENERAL CONTRACTORS 4 ••, O 3]01 E. MOOR RORO, SUOE 101 • PNCHORpgE, M. 9950] •PHONE: 90])JJ]-81]9 • FM; (90])J39�i249 • YIFBSIIE: gam•eaengir,•minq ..... .... ..... .......... SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T15N, R2W, SEC 25, LOT 115 P of ey rness;: PERFORMED FOR: LARRY RHYMER DATE: 6 2s 12 ea •' CE-79,y o� DEPTH (feet) =___ ORGANICS SM / TEST HOLE #2 r00, e Qd Prof ess%O�°o ppppo`�00 — 6.00" — 6 — SOIL CLASSIFICATIONS 2.25" 3.75" GP GW ORG — — 6.00" — 8 — GM CL 2.50" 4 GC OL N — — 6.00" 00 oo o SW MH 5 0'• : SP CH SM ,' OH — 6 6.00" SC SEE ATTACHED SITE 12 GM 10 PLAN 7 DEPTH TO DATE 8 9 SCALE: 10 1 1 B.O.H. DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 3 — — 6.00" — 14 15 16 17 10 — 10 2.50" 3.50" 18 19 PERCOLATION RATE 2.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: !D 2 GROUNDWATER WET ® 10.5' 8/28/12 4'4" 10/20/12 4'4" 10/22/12 — — TIME (MINUTES) READING (INCHES) 10/22/12 1 — — 6.00" — 2 — 10 2.25" 3.75" 4 — 10 2.25" 3.75" 5 — — 6.00" — 6 — 10 2.25" 3.75" 7 — — 6.00" — 8 — 10 2.50" 3.50" 9 — — 6.00" — 11 — — 6.00" — 12 — 10 2.50" 3.50" 01/01/1993 00:01 6882259 SULLI'!AN ertff b -1 BrftIfi . Dg by DCC CC. dba SULLIVAN 'WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688.2750 OWNER OF LAND: j15,M T Ur Z K Yn0 HOLE DEPTH ADDRESS: Fhr LEGAL DESCRIPTION: AL3 h.) A o?Vj S'CC.J' DATE: /0 3 PERh1IT NUMBER: a3n�113 Date of issue -r TAX IDENTIFICATION NUMBER: QS1- ata - Is we I located a. approved permit location? .j No Method of Drilling: 4-il otary U cable tool. D6pth of well; 400 ' Casingrype.S2r-&_ Wa'IThickr.ess r T0 tr>cnes r Diameters � inches, depth • (otJ feet Uner Type: ' 3 r o -,q3 -ley Casing Stickup -Above Ground: feet Stat'c Water levet: d O foot Re: over Rate: !!q a sdl► Methetl bf Ta;t!ng: _ lir � Well Intake Opening Type: open erd U open hO.e Screenedf Start feet Scoped feet' .J Perforations Start feet Stepped feet Crout Type B_&V��1?�'C+'lycljm a 1.2: 4Br•. Depth: from n feet, to ift 1- feet.. W&I D sinfected Upen CompteVen7 d=<' O No Ma:haj of Dis:nfec:ion:Crft OrG.J;= Sa /oi�'t Commerts: PAGE 01/01 Ga4.fr-VG Sri <jea,'o r1 aJG'�k.t�JR�Oic..J sSA..it1 � C��CAJc?v ;�3�O.zJGt S�rr.�l .. R I Z_�CHrMS Driller's Name j t;.p ATTENTION: It is the responsibilitf o` the propeft/ owner to submit a copy of the well by to the proper authorir/. IAuricip2liy of An„ homy e. Department of H?a!th & Human Services and/or Department of Environmental Conservation, MatSu Borough: Department cf Envirenmantal Conservation.. A j - 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 WATER SUPPLY PERMIT Initial Date Issued: May 05, 2003 Expiration Date: May 04, 2004 Permit Number: SW030113 Parcel ID: 051-283-16 Legal Description; T15N -R2W SECTION 25 LOT 115 Y Design Engineer: 0000 None Required Site Address: 15631 CHRIS COURT Owner Name: LARRY & CAROL RHYMER Lot Size: 108900 SQ. FT. Owner Address: PO BOX 202617 Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99520 - 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: Date: -;� — Ib `n Date: 3 d3 Municipality of Anchorage Development Services Department Building Safety Division �./ On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. h 1— � \�n Permit NumberSW030/13 Property owner(s) Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size \ 0Q) .Acres q. L Day phone 7 ` < —qv`�9 Zip Code Number of Bedrooms THIS APPLICATION IS FOR: Well Only Sewer Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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 property owner or authoriked agent) Permit Fees: f 5*C. Waiver Fees: Date of Payment: `{'Z9 l03 Date of Payment: Receipt Number: 3�15_ H Receipt Number: (Rev. 12/00) � 1` JI 2" GREPER ANCHORAGE AREA BOGH c�� Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME MAI LING ADDRESS � X li�-'f �i/l��- %%PHONE a 5'- E9'/;z'7- LOCATION �' �/i/I�� �s��/c- ;��`t� LEGAL DESCRIPTION 1c%1i.7SEZS, !/511 �IZL{i Ski SEPTIC TANK: 2 Tf,0S' e,4)r 1,75-0 exc DISTANCE�, o NUMBER OF / -;7 FROM WELL`?/L/% MANUFACTURER SCaNSG %� MATERIAL 6111_- �T/-S COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 2zSU GALLONS. 7,712. C// SEEPAGE ;Wr: � rr7� � NUMBER OF PITS DIAMETER OR WIDTH _2- , LENGTHLU DEPTH LINING MATERIAL CRIB SIZE: DIAMETER_DEPTH DISTANCE FROM: WELL 'S c"7L TOTAL EFFECTIVE BUILDING FOUNDATION /00 , NEAREST LOT LINE ABSORPTION AREA (WALL AREA) n SQ. FT. ADDITIONAL ABSORPTION WELL: /, A TYPE L/�/��cU CONSTRUCTION /?IL�LJA��� _ DEPTH BUILDING �i NEARESTi NEAREST SEPTIC i FOUNDATIONS LOT LINE SEWER LINE -,TANK CESSPOOL k//f- APPROVED DISTANCES: INSTALLED BY: OTHER SOURCES DISAPPROVED PIPE MATERIAL: LOT SLOPE: REMARKS: ih7�` /fzo�i�Cczut�Pci� errs' Form No. EQ -037 REMA DISTANCE FROM: SEEPAGE i SYSTEM DIAGRAM OF SYSTEM DATE .L ._ L�i?Sif u�AS�fi�J APPROVED GRE R ANCHORAGE AREA BOGH F r DEPARTMENT OF ENVIRONMENTAL QUALITY / PERMIT NO 3330 "C" STREET ANCHORAGE, ALASKA 99503 ( TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT `�-� -� ---�/` a'Y MAILING ADDRESS �Z"(/ �' ` C PHONE INSTALLATION LOCATION LEGAL DESCRIPTION 4,�/ri /�- ��i_ / �l �+�/�/ F.�-'/_.-"I %i �/l j(z Yi! INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN FIELD OTHER r TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS '-L-z '_Tl_ TO BE INSTALLED BY /,f .Y"Y. ��' % NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST A y�''t J COMPLETION DATE ANTICIPATED ��" -`�'/ % r 5 FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE ,J�-Ll TYPE'r'F'L""/�lY'FSEEPAGE AREA SIZE j.E= ` TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK / �<<'�riinf ILL FOUNDATION TO SEEPAGE PIT -�-' / DRAIN P ELD '(' { !l -t riC+,T (I _C �4�, - SEPTIC TANK TO SEEPAGE SEPTIC TANK �� SEEPAGE PIT �� DRAIN FIELD TO NEAREST LOT LINE. C tr }Ci WELL TO SEPTIC TANK /(` ,SEEPAGE PIT DRAIN FIELD /L'/J / ALSO CONSIDER AREA WELLS. ._ WATER MAIN TO SEPTIC TANK ' SEEPAGE PIT DRAINFIELD G� SEPTIC TANK, SEEPAGE PIT DRAIN FIELD j TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF -- 't � - ' � `—"-'-,L' EXCAVATION 5 FEET INTO UNDISTURBED SOIL. I t 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. f G.A.A.B. OR LICENSED DESIGNS` �. L I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE 7 J• APPLICANT'S SIGNATURE FORM NO. EO -016 �l IF GREATER ANCHORAGE ARLA BOROUGH Department of L.nvironinental Quality 3330 "C" Street Anchorage, Alaska 9903 SOILS LI.O(; PEROLATION TEST Performed for KrI f -n L6til.G�LSd1� ----- _-- Jete Perforri- { .�-z/•� ' Legal Description: _T1S�Y /�M. - This form re _ reports: Soils to `-- ----- P log--" Percolation test Depth Feet �2 31 Ijc�l /1- 5 S Cruel 6W : QS 4 5 —6 7 t d 9 - 10 - 12 - 13 - 14 - Was ground water encountered? -%e.S— Reading I Date Gross Time S7�AP i If yes, at w;iat depth? Net TimeD4-epth to Water Net Trop ---__._ Percolation rate - Proposed installation: Seepage PitDrain Field Depth of Inlet Depth to bortom of pi t or treiici, COHHEINTS: k)g4er_ _fob% -_4,f to'_�at�_`."�-erV_• ---��- �L actn t' ..-du ____�t __ 44nk _ __ Perfo�ned Dv �- -y - --- Certifi_- r�ri rein rr,1�q� o a5--) " I r,....._ October -22,---1-979----- ..- MUNICIPALITY OF ANCHbrAr;E - DEPT. OF HEALTH & �i,1'Or CIMVWONMENTAL PROTECTION OCT 231979 E ,; r y}A i ItJjCL,INi DiVl51 v't4 I _— Telep�i f ��.�,2o RECEIVED � '.U== t ;JR?.°h ?t7ltat i_-:� �iv'I�tV1�4 I c:, � L-jr:c., .- ! • iALt ,tr.z.Afl_ �.._nE'L`.�fLlTi�a I i -__..0 T'j- no ^ay 1. &'. r-+yues5v it, not!5, pre cez 'd. ufsg ,.in,✓ too (W• days `off G.C_essin, Reith A and Patricia M Christenson I 688-2536 ' _ _P,_ 0. Box 4 N/A �. I L 171 Af,L 1 Lit; Alaska Mutu P. 0. Sox l 4 i ; L1' N/A I r :_,. ." t ticv=- AK 99510 Lot 115, and 121, S25, T15N, R2W, SM U S ,.dG 1., 1- F ,;VTI L'r -J i'AliLi":PLE FAI;IILY irr'_R s;l7, IN1)lVIDIiAI C., -kol T':r:iJIVI t 1' i I,UH I_I "TI IT`r CJ "tJ31_ICIi clii'Y Alaska 99567 ATTN: Debbie Johnson 274-3561 Xnq ❑ Qua J Fow' .� Othu ❑ Two ;] Pivc ❑ Thr ee L -I Six ATTACH L4ELI_ LOC,. A vaeil I jg is req r p fer r,ll tir, i, 'r!iad since J:me 1°75. For vveas drilled prior to what rate, giv, v;ea depth !attach I ,q if a.aila61a.1 - *'If indlv;dtta 'on -s give inst�!latirn der;; _ _ _ 1f system is over t\','O (21 yeel rF �t L test r,c ifed L -y this L%epartmar. [. WO -i -.-. 'Ili;. I -I ..=i:TION r iS;. "':Urf At,CONJi ANY E AC—1 GE QI • T p-' - •'HCC.' til , ,� r n,._C �ti rEJ r{i c I firiE ._ (.. 1 fA'f Lo, M G � 3:/v) Pm. 72 016 r. T' ['ATL %SPEClon TYPE OF RESIDENCE NUMBER OF BEDROOMS I ONE 0 THREE El FIVE OTHER El SINGLE Alkii ILY [I-, MULTIPLF FAiMlly I n T kv0 - 01 FOUR E� Six 2 kNATER SUPPLY 1 T N H D INDIVIDUAL DEPTH OF We UL El COMMUNITY DATE DRILLED 1� PUBLIC UTILI fY — Connection Verified LOG RECEIVED 3. SFVLAGE DISPOSA L S YSTENI 'ERP'll r -rl;V:DUAL'C)N SITE N I DATE E i ris rA 1. L E D E__]PUPl_!C UTILITY Connection Verified A i -R Elseptic Tank or Cl Holding Tank I Size: -.2 aS-0 If Tan", is homemade r—SoFus RATING give dirnersions: — TYPE OF TANK MANUFACTURER TOTAL.ABSORPTION ARFA MATERIAL S I A NOES Septic/Holding Tank 7. DISI 7_111 Absorption Area % Linc 777M7rineT- uVE _--— ___ Allso."fic" Area __ I A"-RO\FD FOR BEDROOMS CON D I T 10 N, A L. A P P R 0 \1 A 1. (letter must j cco rn pa f i y cc., t i f [;ae) DISAPPROVED ---------- - - - --------- - -- - 72 016 r. Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I. D. 051-283-16 1. GENERAL INFORMATION Expiration Date: �°Z Complete legal description T15N, R2W, SEC 25 LOT 115 Location (site address) 15631 CHRIS COURT *CHUGIAK, AK 99567 Current Property owner(s) Mailing addrese, Real Estate Agent 2. TYPE OF DWELLING: SC0+ 4- COOK Day phone N/A 15631 CHRIS COURT *CHUGIAK, AK 99567 ❑ Single Family (w/wo ADU) ❑ Duplex 0 Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATEF DISPOSAL: Individual Well ❑ Individual On-site ■ Individual Water Storage ❑ Individual Holding tank ❑ Community Class C Well Community On-site ❑ Public Wate System ❑ Public Sewer ❑ Received by. _7z,f Ce (/ Date: COSA to be released to 11h engineer, unless otherwise requested by the engineer. COSA Fee $ CISId P50_ di 1J1h Waiver Fee $ Date of Payment.- r�'� Date of Payment Receipt Number_ Receipt Number COSA # C jd �a Ll Waiver # u.. 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the perrormance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD, can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE _t�System #1 Approved forCom_ bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following Phone 337-6179 Date i s & 13 ,Je .r y A`� ess: P Iv E-7.95 4aQfe� '' t0.i� 15cA�oO rofessio _ OF A/V& `2 ON-SI"(E �� Wp,�ERA�ER ^�GTEwF - yr PROGRAM The Municipality or Anchorage Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Septic System Advisory Nitrate Advisory Arsenic Advisory AdvisOther By:a//,), 77m IR- ivns Origil Certificate Dale: ON,k) _ racohd �cuhtA15 C_J�A' If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: T15N, R2W, SEC2 5 LOT 115 Parcel ID: 051-283-16 A. WELL DATA Well type PRIVATE If A. B. or C provide PWSID# N/A Date completed 5/19/03 Sanitary seal (YIN) YES Total depth 400 ft. Cased to 60 ft. FROM WELL LOG Date of test 5/19/03 Static water level 20 ft. Well Log (YIN) YES Wires properly protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 11/9/12 48.4 ft. Well production 0.66 g.p.m. 1.30 g.p.m. WATER SAMPLE RESULTS: Coliform coloniesl100 ml. Nitrate D' I o mg /L. Collected by: GEG. Ltd. Arsenic: �o ug./L.Date of sample: 1 1 /8/12 �� 6 17-0 112 B. SEPTIC/HOLDING TANK DATA *DOUBLE C/O'S PRIOR TO TANKS ADVANTEX SYSTEM Tank Type/Material SEPTIC/STEEL & STEP/STEEL Date installed 10/31-11/2/12 Tank sizel000 2000 gal. Number of Compartments 2/2 Cleanouts (Y/N) YES/YES Foundation cleanout (Y/N) * * Depression over tank (Y/N) NO NO High water alarm (Y/N) N/A–YES Date of pumping NEW/NEW Pumper C. ABSORPTION FIELD DATA I *BELOW FINAL GRADE TO BOTTOM OF MT Date installed 10/31-11/2/12 Soil rating (g.p.d./ftor � 4_0 System type DUAL TRENCHES Length 23 + 23 = 46 ft. Width 5/5 A. Gravel below pipe 0.51/0.51 ft. Total depth*3.78+/*3.10+ft. Eff. absorption area230 z ft Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 6 bedrooms Fluid depth in absorption field before test in. Water added =gal. New depth =in. Elapsed Time: — min. Final fluid depth in. Absorption rate >= 900+ g.p,d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date – THERE IS 2" OF INSULATION OVER TOP OF BOTH DRAINFIELDS. D. LIFT STATION Date installedl0/31-1 1 /2/12 Size in gallons1500/68 Manhole/Access (YIN) YES ' "Pump on" level atTIMER 32 in. "Pump ofP' level atTIMER 22 in. High water alarm level at 45/36 in. Datum BOTTOM OF TANK Cycl68 tested NEW Meets alar & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manhole/cleanout Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Properly line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkingtvehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS 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. Engineer's Printed Name JEFFREY A. GARNESS Date )C> &. t? (Rev. 11/0.5) Fi ' .Je . ...A:. G .... 5::... y. E-79$3 d� �,cf-f1L3•• 2 91 T 30' 2'1 1 —�-129.5' 0 0 � v U 153.5' I 30' 90 S89°50'45"E 328.71' (4)4" S.P. CS O O (4) 4"- S.P. N S s 28.10, �\. ®�� 7" S.P. s Septic Lids 22.0' S 00 n 2" Vent Septic Cover; � ffffYYYY�/��////AAAA�A c C7 m 50' ROW & Utility Reservation Almdale per Grid NW0753 Street rn V \ 3 \1 Scale 1" `Test Hole Job 2012-57 Field Book: 114 O / Shed Overhang / Wood Deck Fence o a Water Line per ¢49 R1 ; 7 Thrmos H Dre%�°r,, 3 i U�nsr�r , LS-- 7625 ,. >m�af� Well N89'50'30"W 328.88' Ordered by: Kevin Barrett Legal Description: ASbuilt Lot 115, 0 T15N, iR21W, SEC 25 Survey Certification: I hereby certify that a Mortgagee's Inspection was performed on the described property. Notes: It is the owners responsibility to determine the existence of any easements, covenants, or restriction which are not on the recorded subdivision plat. This asbuilt shall not be used for construction or for establishing property lines. Checked byi THD Drawn by CB Scale 1" = 50' Job 2012-57 Field Book: 114 O Plat Stand Pipe 122 Legend: E iL 21 AL. Monument Found Rebar Well Stand Pipe; 7" Stand Pipe O S.P. Stand Pipe Overhang e Wood Deck Fence o a Grid NW0753 Date: 11/10/2012 NUI® ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND -!�2C THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 3 o Day of OCAobe �- of M Z-, 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 AAQ&elt r x located at-T,S%V R) -W Sec, a-5 Anchorage, Alaska. 2. Definitions. 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. 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. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. 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 AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an A W WTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of i) ($ .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 AW WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AW WTS 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 Eaaipment. Owner agrees not to make any alterations, removal of parts or additions to the AW WTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW WTS 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 A W WTS. 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 AW WTS Operating Permit is: } Lv e /9 y c CAL, C. Owner acknowledges that the fine schedule for failing to maintain and repair an AW WTS 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 AW WTS 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 A W WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's A W WTS. 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. S. 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: Owner: 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. Severability. 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. Date: 10-30 1 t STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this-�h 20 12, by t e NM irh A NOVKARY PUBLIC FOR ALASKA My Commission expires: 8014 6 (1