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SEIDLER #1 BLK 4 LT 2
Seidler #1 Block 4 Lot 2 #050- 131-48 Municipality of Anchorage On -Site Water and Wastewater Program ° (907) 343-7904 JUN FQA 2015of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: 05P141256 PID Number: 05013148 Dwelling: 0 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: X New ❑ Upgrade Name: SUSAN & MICHAEL WALLEN ABSORPTION FIELD ❑ Deep Trench 0 Shallow Trench ❑ Bed ❑ Mound Address 11609 HEBRON DR. EAGLE RIVER AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade (907) - 230 - 6234 4 1.2 GPD/SF VARIES 6.070 7.0' Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade VARIES 4.570 5.5' Ft. Gravel depth beneath pipe 1.5 Ft. Subdivision Block Lot SEIDLER #1 4 2 Fill added above original grade ^-0.10' Ft. Gravel length 80' Ft. Township Range Section 14N 2W 1 Gravel width 5' Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Litt Station Holding Sewer Total absorption area Number of trenches DiSt. between trenches From Tank Field Tank Line 400 Fig 2 10 Ft. Well 100' 228.0' - _ TANK ❑ Septic IN S.T.E.P. ❑ Holding ❑ Other Manufacturer T4N Capacity I! roA Gal. Surface Water *60' 100.0' - v4RAC, Material 54.4,1Z Number of compartments Lot Line 40.5' 13.3' -- NA Foundation 49.5' 206.0' - LIFT STATION Manufacturer Capacity Curtain Drain - _ _ _ Gal. Remarks * REF. WAIVER # 05P141294 Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank EXIST. Tank to drainfieldD3034 Installer MARTIN CONSTRUCTION CO. Drainfield 63034 CO/MT Inspector RODNEY KINNEY BENCHMARK (Assumed elevation) 115.54 ft Inspection15' 10-8-14 10-10-14 Location and description d 2.d dates: 3'" 10-31-14 4'" LOWER FINISHED FLOOR COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ", Conditional Approval: Datee � � ••• �♦ 1 o• .. .... .. ..., � Y �•,. bmay P. RAmel. Jr. )e aCE Approved Date Inspection ReftQat 9-1-12.dod/ 10' UTILITY 1 EASEMENT Rqo/U HOUSE \ I I LOT2 ......... I I I— — — — — — — — — — — — — — \ — —BERM ON UPHILL SIDE OF - - �— — SWALE, SEE DETAIL 2, SHEET 3. ,f , \ 10' UTI L. ESMT. 33' BLM SECTION LINE RESERVATION BLOCK 4 1E f— SEIDLER SUBDIVISION DRAIN AG ADDITION No. 1 DITCH 15.00 L.F. \ LOT 3 1-1/2" HDPE, (VACANT) SDR 13.5 1' NO \ FORCE MAIN ACCESS EASEMENT \ SEPTIC \ SYSTEM SETBACK `z�------ T 14' TRE CH\ SEE DETAIL 3, / (SHEET 3 / -23617 LF 11-1/2" HDPE,/ SDR 13.5 FORCE MAIN. /. HOUSE 11NI 100' MIN. r SEPTIC SYSTEM —40.00 L.F. 1-1/2" PERF. i/ HDPE, SDR 13.5 FORCE MAIN, '� I SEE GENERAL 11' NOTE 5. LOT 2 ON-SITE SEWAGE SYSTEM PUBLIC WATER BLOCK 1 40.00 L.F. BIRCH HILLS TERRACE T,. 1-1/2" PERF. SUBDIVISION ADDITION I � LOT 2, BLOCK 4, SEIDLER SUBDIVISION SITE PLAN .s„ LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SEWARD MERIDIAN EAGLE RIVER, ALASKA pilYt�lYWItli1MI1R 7/30/15 SHEET 1 ANCHORAGE RECORDING DISTRICT IN MONITORING TUBE NEW AT1500L B TBM (FF=115.54) S.T.E.P. OTP-1 TEST PIT WELL ••.....•• SEWER PIPE, EXIST. SEWER PIPE, NEW SURFACE WATER DRAINAGE —� — — — — -_ EXISTING —115- A — DRAINAGE FIELD 7 `z�------ T 14' TRE CH\ SEE DETAIL 3, / (SHEET 3 / -23617 LF 11-1/2" HDPE,/ SDR 13.5 FORCE MAIN. /. HOUSE 11NI 100' MIN. r SEPTIC SYSTEM —40.00 L.F. 1-1/2" PERF. i/ HDPE, SDR 13.5 FORCE MAIN, '� I SEE GENERAL 11' NOTE 5. LOT 2 ON-SITE SEWAGE SYSTEM PUBLIC WATER BLOCK 1 40.00 L.F. BIRCH HILLS TERRACE T,. 1-1/2" PERF. SUBDIVISION ADDITION I � LOT 2, BLOCK 4, SEIDLER SUBDIVISION SITE PLAN .s„ LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SEWARD MERIDIAN EAGLE RIVER, ALASKA pilYt�lYWItli1MI1R 7/30/15 SHEET 1 ANCHORAGE RECORDING DISTRICT .ate�IpKA LOT 2, BLOCK 4, SEIDLER SUBDIVISION PROFILE LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, MMY1.01MYre SEWARD MERIDIAN EAGLE RIVER, ALASKA 7/3-0/1-5 SHEET 2 ,,.,,,.,,.m,,,.,„,„ ANCHORAGE RECORDING DISTRICT N O � _O II o > C3 II J W II J W II " 2 U p W 62 w 2 K In O O c� II. w ~ I.�U coW m0 W ro o II m DD ^ J W � O M N II �I w J W J W O O (V w Dn °0 N J N 2 �Q J rn _ W � LL d II W W 3 C) it Of 00 W O m 2 W W O = U a o o o II J W N w N L1 O J W W N 11 J W mco a d M zz J O N N N II W II W S O Q 0:2 J W OF • ...... A gs�1fl //A�� �: 49r, O U 0 N 2 to JL 'd' 0 W Q // ...: ...... ....... � z. P, •:... II W 2 W v O II ,p '.Rodney P. IGnney Sr:: / I fir• CE7955 // W a II C) w N' II w N w a Q r•' ,q �I ��e� . • 7. - 7 , .,, A�/ 1'rufessSO_ mq 3snOH N AS -BUILT .ate�IpKA LOT 2, BLOCK 4, SEIDLER SUBDIVISION PROFILE LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, MMY1.01MYre SEWARD MERIDIAN EAGLE RIVER, ALASKA 7/3-0/1-5 SHEET 2 ,,.,,,.,,.m,,,.,„,„ ANCHORAGE RECORDING DISTRICT 5' 5' EXISTING GROUND MT2 EL. =114.51 MT1 EL. =115.20' I NATIVE _ / I NATIVE ',SOIL, /_ ,SOILi ' BACKFILL i/ 4' BACKFILL i EL.=111.10 6 GRAVEL r' E� £L. =109.10' 10' z 15' _ NOTE: BOTTOM OF TP -1 EL.=102.71' (6.39' BELOW BOTTOM OF GRAVEL) EXISTING GROUND BACKFILL WITH TRENCH EXCAVATION 4" INSULATION 1-1/2" HDPE SDR 13.5, SOLID-_ 1 T A -A EXISTING GROUND - / 2 1 2 1 SECTION A -A EXISTING GROUND - / 3 TRENCH DETAIL —NTS— SURFACE MOUNDED TO ENSURE DRAINAGE AWAY FROM DRAINFIELDS. MONITORING TUBE, BOTTOM 18" PERFORATED, TYPICAL -1-1/2" PERFORATED PIPE --4" INSULATION EABLE —NTS— GRAVEL DEPTH BELOW PIPE (18") BUILD BERM ON UPHILL SIDE OF 12" EXCAVATE 2 BERM DETAIL —NTS - AS-BUILT OF . ALXs�11 Ag .p '.Ror)gty P. Kinney Jr..' ea %ilton''rofessio9°,� � �� LOT 2, BLOCK 4, SEIDLER SUBDIVISION DETAILS .�„ KI LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, ' SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 7/30/15 SHEET 3 WALKER ELECTRIC CLINT WALKER 10319 Colville St. EAGLE PJVER AK, 99577 License# 1310 Phone 6968964 Cell # 223.6304 Email ClintAlanQa aol.com To: Martin Construction PO Box 773326 Eagle River AK 99577 Date: 11-7-14 Ref. 11609 Hebron Dr. Permit: NA This is to certify that on site sewer lift station at above mentioned property has been wired in accordance with the standards of the National Electrical Code and manufactures specification. Systems were checked and performed as specified in the systems manual. Clint Walker yfza-A� MUNICIPALITY OF ANCHORAGE Community Development Department Right of Way Section Development Services Division Phone: 907-343-8240 Fax: 907-343-8250 Mayor Dan Sullivan November 8, 2011 Susan E. and Michael W. Wallen 11609 Hebron Drive Eagle River, AK 99577 RE: Encroachment: Septic Line in 10' UtilityEasement(s) Seidler Subdivision ##1, Block 4, Lot 2 and 3, Grid NW01.53,11609 Hebron Drive The Right of Way Division has reviewed a request for a letter of non -objection to an existing septic line, which encroaches into the 10400t wide utility easement situated adjacent to and coincident with the southerly and northerly boundary lines of Lots 2 and 3, Block 4, Seidler Addition No. 1 Subdivision. On the site plan dated October 6, 2011 (RPKA), submitted with the request, the petitioner has shown the septic line. This letter of non -objection is issued with stipulations, and by using it the petitioner is agreeing to the following: 1. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of non -objection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. 5. Maintain letters of non -objection from the following utilities: ❑ Anchorage Water & Wastewater Utility ❑ Alaska Communications Systems ❑ Chugach Electric Association, Inc. Matanuska Telephone Association Matanuska Electric Association, Inc. ENSTAR Natural Gas Company ❑ Municipal Light & Power GCI Cable of Alaska ❑ Eyecom (Girdwood Cable TV) ❑ No letters required All letters of non -objection should be retained in your permanent tiles. If you have any questions; please call me at 343-8240. Sincerely, YlLj W4� A;hJack L. Frost, Jr. Right of Way Supervisor Concur4I' J �C ( Property Owner(s) 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: OSP141256 Tax Code Number: 05013148000 Work Type: Septic Renewal Permit Effective Dates: August 06, 2014 to August 06, 2015 Design Engineer: RODNEY P KINNEY ASSOC INC Subdivision: SEIDLER #1 Site Legal Address: SEIDLER #1 BLK 4 LT 2 G:0253 Owner/Address: WALLEN SUSAN E & MICHAEL W 11609 HEBRON DR EAGLE RIVER AK 995777907 Site Mailing Address: 11609 HEBRON DR, Eagle River Lot Size in Sq Ft: 39051 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By, C'6ycs i. (29a le lank �a !x n5e�. �d ,arc lean 75 t GoueY a I lowed 2. See Ae+w I O 5 �ee,+ 2 : T enc -%a be, 6 ' 9" Municipality of Anchora P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 htti)://www.muni.orci/Onsite Development Services Division On -Site Water and Wastewater Program mens �o F y r � n y epartment **** VARIANCEIWAIVER REVIEW **** Waiver#: OSP141294 COSA#: Permit#:OSP141266 PID#:050-131-48 Legal Description: Seidler, Block 4, Lot 2 Engineer: Rodney P. Kinney Associates, Inc. Applicant: Susan and Michael Wallen Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the surface water has been approved. The approved separation distance is 60.0 feet. This waiver approval applies to the proposed septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this r.Trrviceir ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Gra ted: X Waiver is not Granted: Date, — Approved b . . W Name of Reviewer .. ......................................................................... MUNICIPALITY OF (�e ko' Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 05013148000 Property owner(s) Wallen Susan E & Michael W Day phone (907)230-6234 Mailing address 11609 Hebron Drive, Eagle River, Alaska 99577 Site address 11609 Hebron Drive, Eagle River, Alaska 99577 Legal description (Sub'd., Block & Lot) Seidler #1 BLK 4 LT 2 Legal description (Township, Range & Section) T14N, R2W, Sec 12 Lot Size 39, 051 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade Duplex ElHolding Tank ❑ Renewal (D) 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. 11_ nature of property owner or authorized agent) Permit/Rush Fees: WA Date of Payment: Receipt Number: G1 Permit No. OSP c-1 i 256 Permit App__ :�_:c. 2014 Waiver Fees: Date of Payment: g i ll � vz` Receipt Number: 6& ,p Waiver No. &`? yi2aq I Tail, --=, Community Development Department g Right of Way Section Development Services Division Phone: 907-343-8240 Fax: 907-343-8250 Mayor Dan Sullivan November 8, 2011 Susan E. and Michael W. Wallen 11609 Hebron Drive Eagle River, AK 99577 RE: Encroachment: Septic Line in 10' Utility Easement(s) Seidler Subdivision #1, Block 4, Lot 2 and 3, Grid NW0153,11609 Hebron Drive The Right of Way Division has reviewed a request for a letter of non -objection to an existing septic line, which encroaches into the 10 -foot wide utility easement situated adjacent to and coincident with the southerly and northerly boundary lines of Lots 2 and 3, Block 4, Seidler Addition No. 1 Subdivision. On the site plan dated October 6, 2011 (RPKA), submitted with the request, the petitioner has shown the septic line. This letter of non -objection is issued with stipulations, and by using it the petitioner is agreeing to the following: 1. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of non -objection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. 5. Maintain letters of non -objection from the following utilities: ❑ Anchorage Water & Wastewater Utility ❑ Alaska Communications Systems ❑ Chugach Electric Association, Inc. ® Matanuska Telephone Association ® Matanuska Electric Association, Inc. ® ENSTAR Natural Gas Company ❑ Municipal Light & Power ® GCI Cable of Alaska ❑ Eyecom (Girdwood Cable TV) ❑ No letters required All letters of non -objection should be retained in your permanent files. If you have any questions, please call me at 343-8240. Sincerely, eye lack L. Frost, Jr. Right of Way Supervisor Concur r Property Owner(s) Mailing Address; P 0 Box 196650' • Anchorage, Alaska 995`19 6650 • http.l/www muni 10' UTILITY EFSEMENT HOUSE -128 l .., LO � S V N EAS t 10' UTILITY EASEMENT � 33' BLM SECTION LINE RESERVATION --- — — -� — — — — BLOCK 4 DRAINAGE SEIDLER SUBDIVISION DITCH - ADDITION No. 1 �- 32.40 L.F. \ LOT 3 7_1/2" HDPE, \ (VACANT) SDR 13.5 FORCE MAIN-, 0 ACCESS \ _ ,/ 5.00 L.F. EASE �C 1-1/2" HDPE, \ SOR 13.5 10' MIN. SEPTIC FORCE MAIN - SYSTEM SETBACK—% \ \ �� ' 15.00 L.F. \/ 1-1/2" HOPE, SDR 13.5 FORCE MAIN _ LEGEND NEW AT1500L � _ ■ MONITORING TUBE S.T.E.P. •1P-1 TEST PIT 5.00 L.F. '4 WELL 1-1/2" HDPE. ......'"• SEWER PIPE, EXIST. SDR 13.5 SEWER PIPE, NEW 'I FORCE MAIN SURFACE WATER "I— IDRAINAGE �" RA IUS I 1------------/---- `I (SEE TRENCH SHED / DETAIL. SHEET 2. i 1174.48 L.F. / 11-1/2" HDPE, 1 SDR 13.5 / (FORCE MAIN Z / HOUSE j li 100' MIN, SEPTIC SYSTEM SETBACK 1 140.00 L.F. 11-1/2" PERI. HDPE, ON-SITESEWAGE -ISOR 13.5 FORCE SYSTEM • I (MAIN, SEE GENERAL NOTE 5 & 6. PUBLIC I� I VIA TER 1 I LOT 2 SERVICE F I BLOCK I PERF. B/RCH HILLS TERRACE ;DR 73.5 SUBDIVISION ADDITION 1 IN, JERAL & 6. I Lor 2 .�i.::,_;:.:,-_•;°;.'•,: -. =.� OF l0'' BLOCK ! �:., - (S.r.,'tf,;.,'..1^� -'�/ _•�' BIRCH HILLS � \- 0,9 �6/ �. .••� •.••,�+ TERRACE SUBDIVISION......................... ADDITION NO.2 / GRAPHIC SCALE Lor - '.ChriA.phe 1t. Klmcy.' 44 so 0 30 so NOTE: \��'''•..•-•,. f�'a�s'.• CE9134 NO WELL WITHIN 100' ��\�Q+ey'' ••• '',��% OF PROPOSED ON-SITE 1 inch = SO tt. (IN FEET) SEWER SYSTEM. ' LOT 2, BLOCK 4, SEIDLER SUBDIVISION SITE PLAN �+ LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, PAine)t.g01E96tSK17165tIt SEWARD MERIDIAN EAGLE RIVER, ALASKA ona0ma.aan SHEET ANCHORAGE RECORDING DISTRICT I III Ilil I it 111118111111( 2 of 3 2011-048668-0 A 2011-048668-0 L A Recording Dist: 301 - Anchorage s 10/10/2011 8:21 AM Pages: 1 of 3 K A i 1111111 IIII 111111 II 111111 III II 11111111 IIIIIIII !I! II III III II II I!I MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION October 7, 2011 Susan E. Wallen and Michael W. Wallen 11609 Hebron Drive Eagle River, AK 99577 Re: Lots 2 & 3, Block 4, Seidler Subdivision Addition No. 1 (Plat 71-294, Anchorage Recording District) Dear Susan E. Wallen and Michael W. Wallen: MEA has no objection to the encroachment of a Septic Line located in the utility easement as depicted on the attached two sheets, subject to the following conditions: 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and ali'liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in tite easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. B. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced property is changed from the above named landowner. r Keith Quintavell Right -of -Way Administrator STATE OF ALASKA)SS- THIS IS TO CERTIFY that on this 7 day of October, 2011 before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Keith Quintavell Known to me and to me known to be the individual(s) named in and who executed the foregoing. instrument and acknowledged to me that he/she/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. 01111!+�u+r�, IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day $Tor,+ l++'q'� SEAL n - /+ p �� ;'ttaOTAR►,. Notary Public in and of Alaska My commission expires AUOt:4 Return to: MEA, PO Box 2929, Palmer, AK 99645 OF P&,! A&,1 EXISTING GROUND 6" GRA NOTE CONSTRUCT WIDE TRENCH SYSTEM PER MOA HANDOUT ATTACHED. SURFACE MOUNDED TO ENSURE DRAINAGE AWAY FROM DRAINFIELDS. LEVEL (NATIVE SOIL SOIL BACKFILh —1-1/2" PERFORATED PIPE 4' 2" INSULATION GRAVEL DEPTH BELOW PIPE (18") 5' WIDE TRENCH CROSS SECTION a -NTS- EXISTING 4' GROUND BACKFILL WITHTRENCH I TH TRENCH EXCAVATION 2" INSULATION —\ or,, 47' 1-1/2�" HOPE ......... SDR 13.5, SOLID .............. ........ 2' ...................... TRENCH DETAIL CE904 -NTS- ......... LOT 2, BLOCK 4, SEIDLER SUBDIVISION DETAILS �&RPKA LOCATED WITHIN SE 1/4 SECTION 1, T14N, 132W, SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT ocr� v, 2m, SHEET 2 RECD yrp . I ,&ATE0 UaftedStates ofAM0663 8 tit ) %% I \% State of Alaska I THIS IS TO CERTIFY that the foregoing Ise full, true and correcif copy of the document as it appears in the records and files of my office. IN THE WITNESS WHEREOF, I have hereunto set my hand and have affixed my, official seal at Anchorage, AJaska• this day of 20 3 of 3 `Recorder 11 2011-048668-0 NON -OBJECTION TO EASEMENT ENCROACHMENT DOCUMENT By this document Matanuska Telephone Association, Inc. (MTA) declares that it has no objection to the encroachment of septic leach field trench across the platted utility easement located upon and within Lots 2 and 3, Block 4, Seidler Subdivision Addition No. 1, Plat No. 71-124, Anchorage Recording District, Third Judicial District, State of Alaska, situated in Section 1, Township 14 North, Range 2West, S.M., Alaska. Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunications facilities within the easement. Any repairs that may be required to the encroachment as a result of utility construction will be borne by the property owner of record. This document does not authorize the placement of any additional encroachments within the easement area. Property owners are required to obtain utility locates before doing any kind of work in the utility easements and will be liable for any damages caused by their construction work in the easements. This document is in no way, an agreement to vacate any portion of the utility easement and should not be interpreted as such. Issued for Matanuska Telephone Association, Inc. this 7th day of October, 2011, by, Real Estate & Properties Supervisor THIS IS TO CERTIFY, that on this 7th day of October, 2011, before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Bonnie Bailey known to me and to me known to be the individual named in and who executed 'the foregoing instrument and acknowledged to me that he signed and. sealed the same as a voluntary. act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. .. _. Notary Pi�bli rri; and for 1.�t My commission expires: t GRANTOR: Matanuska Telephone Association Inc. PO Box 3550 Palmer Alaska 996453550 800.746.9510 907.76'1 . 25 10 907.761 .2646 {fax} www. mtaso lutl ons.com Local Long Distance Wireless Business Solutions Internet Directory DTV Npinz '.;,- October 7, 2011 Michael W. & Susan E. Wallen 11609 Hebron Drive Eagle River, AK 99577 Grid: NW153 Re: Letter of Non -Objection To whom it may concern: ENSTAR Natural Gas Company A DIVISION OF SEMCO ENERGY Engineering Department Right of Way Section 401 E. International Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907) 334-7753 FAX (907) 334-7798 ENSTAR Natural Gas Company has no objection to the proposed septic line encroachment into the Ten Feet (10 FT) wide utility easements situated adjacent to and coincident with the southerly and northerly boundary lines of Lots 2 and 3, Block 4, Seidler Addition No. 1 Subdivision, Records of the Anchorage Recording District, Third Judicial District, State of Alaska. ENSTAR also has no objection to the proposed septic line encroachment into the Sixty Six Feet (66 FT) wide BLM section line reservation situated adjacent to and coincident with the southerly and northerly boundary lines of the aforementioned lots. Acceptance and use of this letter of non -objection by yourself-,, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: Landowner/Contnictor working near ENSTAR gas facilities shall contact the Alaska Digline, Inc., (907) 278-3121 or 811, for line locating two (2) business days prior to any related excavation. o ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. ® Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. o Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the land owner. e All applicable safety code regulations will be observed and maintained. ® This letter of non -objection will in no way preclude INSTAR from full use and enjoyment of its rights within any portion of its right-of-way. Sincerely, Andrew Fraiser Right -of -Way Agent ENSTAR Natural Gas Company cc: File October 7, 2011 Susan I;, and Michael W. Wallen 11609 Hebron Drive Eagle River, Alaska 99577 Dear Susan and Michael Wallen: Subject to your agreement to indemnify the company as set forth below, GCI Communication Corp has no objection to the septic line encroaching into the utility easement the south property line of Lot 2, Block 4 and the utility easement at the north property line of Lot 3, Block 4, Seidler #1 subdivision, also known as 11609 Hebron Drive, city grid NW0253. This letter of non -objection in no way precludes GCI Communication Corp from. full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Communication Corp harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to myself at the address below. Sincerely, Acceptance CDC TC' � 2dil Date Markus Kofoid OSP Design Engineer GCI Communication Corp 5.151 Fairbanks St. Anchorage, AK 99503 907-868-6168 Office 907-868-8580 Fax Rodney P. Kinney Associates, inc. consulting Engineers € Surveyors July 28, 2014 Municipality of Anchorage Development Service Department On -Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519-6650 Attention: Ms. Deb Wockenfuss Subject: Seidler #1 Subdivision, Block 4, Lot 2 Septic System Replacement Permit OSPI41256 Request for Tank/Surface Water Waiver Dear Ms. Wockenfuss: This is a request for a waiver of the separation distance between the septic tank and surface water pm the above referenced lot. Due to the location of the existing well and slope of the ground surface, we request a separation distance of 60 feet. It is our preference to maintain the 100 feet separation between the tank and the water well. The direction of the surface water is controlled in a ditch located up gradient of the septic tank. If there is a spill from the tank, the wastewater would need to travel more than 100 feet before it reaches the surface water. If you have any questions, please call (907) 694-2332. Sincerely, RODNE KINN``EY ASSOCIATES, INC. Rodney P. inney, Jr." I'.Y. Principal 16515 Centerfiele Drive a Suite 101 ■ Eagle River, Alaska ■ 99577 907.694.2332 1 Fax 907.694.1807 0 www.reka.net 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: OSP111219 Tax Code Number: 05013148000 Work Type: Septic Upgrade Permit Effective Dates: October 12, 2011 to October 11, 2012 Design Engineer: rodney kinney% Subdivision: SEIDLER #1 Site Legal Address: SEIDLER #1 BLK 4 LT 2 G:0253 Owner/Address: WALLEN SUSAN E & MICHAEL W 11609 HEBRON DR EAGLE RIVER AK 995777907 Site Mailing Address: 11609 HEBRON DR, Eagle River Lot Size in Sq Ft: 39051 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: fG 2Z// Date: 9, /z 1 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division 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. 050431-'10 Property owner(s) Syra,, 1eh Day phone q,97— 230 --4, Mailing address d llo 063 He �,rvP7 Pr;,'v-e- Site address 11662--7 A/c .4-vh V-1 Legal description (Sub'd., Block & Lot) Skidle✓ �` / Z-4 7— Legal description (Township, Range & Section) `Y 1 `( N n Z VV SSG , / 2 Lot Size 3`1 , ®S Sq. Ft. Number of Bedrooms q THIS APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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 gf'property owner�6r authorized age -72 Ze*of mush Fees: Payment: 1 Receipt Number:` f I Permit No. C)�) 11 lG� Waiver Fees: Date of Payment: Receipt Number: Waiver No. GABuilding\On Site\Forms\Client Forms\Permit App_010411.doc (Rev. 1/11) (i) Rodney P. Kinney Associates, inc. Consulting Engineers a SnrYBYerS October 5, 2011 Municipality of Anchorage Development Service Department On -Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519-6650 Attention: Ms. Debbie Wockenfuss Subject: Seidler #1 Subdivision, Block 4, Lot 2 Septic Tank and Absorption Field Replacement Permit OSP111219 Dear Ms. Wockenfuss: Please reference the subject permit and your comments dated August 30, 2011. The originally proposed design cannot be constructed due to your determination that surface water is within 100 feet of the absorption field. We now propose to replace the wastewater system with a Septic Tank/Effluent Pump (S.T.E.P.) made by Anchorage Tank and wide trench as shown on the attached drawings. We request your review and approval to construct. Attached for your review are the following: 1. Site Plan, details and notes, 2. S.T.E.P. sizing calculation, 3. MOA handout for construction requirements, 4. Test Hole Log with percolation test, 5. BLM email correspondence to construct within 66' Section Line Reservation. The wastewater system will consist of a 1500 gallon S.T.E.P., 80 linear feet of absorption trench (5' wide), and 11/z inch HDPE SDR 13.5 force main. The absorption field will be located at the southeast corner of Lot 3, Block 4, Seidler Subdivision Addition No. 1. Please note that the homeowner of Lot 2, also owns Lot 3. One test pit was completed for the subject absorption field. Poorly graded gravel was encountered at the depth which the absorption field gravel will be located. No groundwater was encountered. 16515 Centerfield Drive ■ Suite 101 ■ Eagle River, Alaska ■ 99517 907.694.2332 1 Fax 907.694.1807 0 www.roka.uet Rodney P. Kinney Associates, inc. Censnlling Engineers a survevers July 15, 2014 Municipality of Anchorage Development Service Department On -Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519-6650 Attention: Ms. Deb Wockenfuss Subject: Seidler #1 Subdivision, Block 4, Lot 2 Absorption Field Replacement Permit OSP111219 Request for renewal Dear Ms. Wockenfuss The subject Permit expired on October 11, 2012. The homeowner is requesting renewal of the permit to construct. The purpose of this letter is to provide a formal statement that the site conditions have not changed since the permit approval was granted October 11, 2011. If you have any questions, please call (907) 694-2332. Sincerely, RODNE P. KINNEY SOCIATES, INC. Rodney P. inney, Jr., P:E. RODNEY P. KINNEY ASSOCIATES, INC. Principal 16515 Cenlerliel0 Drive a suite 101 ■ Eagle River, Alaska ■ 99517 907.699.2332 0 Fax 907.699.1807 1 www.rpka.net Seidler #1 Subdivision, Block 4, Lot 2 Absorption Field Replacement Page 2 of 2 The adjacent properties consist of single family homes with onsite water and wastewater systems. We confirmed that no wells exist within 100 feet of the proposed absorption field replacement. The surrounding properties should not be affected by the location of the proposed improvements with regards to wells, septic systems, reserved spaces, and drainage. The absorption field area generally slopes to the south at approximately 5 percent. No cut banks are present near the project area. The new tank will be located where the existing septic tank is and is easily accessible. The septic system will be located outside any travel ways. If you have any questions, please call (907) 694-2332. Sincerely, RODNEY P. KINNEY ASSOCIATES, INC. �RodneY P. Kinney, Jr., P.E. Principal Attachments RJR:djm / \ 10' UTILITY LEGEND \ � \ , 1\\ % \ \ \ \ EASEMENT RAEMOVE NK AND EXISTING .oDITORING TUBE REPLACE HATH OTP-1 TEST PIT HOU S ` 58 NEW T E P. 500L1.. WELL PIPE, EXIST. SEWER PIPE, NEW \ F S) 1 5.00 L.F. SURFACE WATER \ 2,I 1 1-1/2" HDPE, DRAINAGE I LOT 2 S " SDR 13.5 `rs FORCE MAIN / EXISTI�G FO_ D S ___ __ ___ _____ S3. CLEANOCJ — �` I EXISTING \ Sg8\ 2\ SBERWA�ON U �SEE DIT L�2 F DRAINAGE FIELD / \ — SHEET 2. L — — — — — — — — — — — — — \ \\10' UTI L\ ESMT. \ A��56, ---- 3 ' BLM SKCTION LINE\RESERV�TION �_ II 1 —�' I 4' TRE CH\ DRAINAGE \ , I II SEE DETAIL 3, �/_ SHED BL K 4 1I EET 2. DITCH I I I I I I II174 48 L.F. / SEIDLER UBDIWSIO 1 J / I 1 11-1/2" HDPE, ADDITI N No. 1 — ' / / 1 � � 1ISDR 13.5 I N x.40 L.F. III I I FORCE MAIN 7SEWAGE \ I +! (VAN?) SDR 13.5 DPE,/� I I I, III 100' MI 1' NO I FORCE MAIN tl 1 SEPTIC ACCESS I I / \\ 1 1 I SYSTEM EASEMENT 5.00 LF ./ I 1 I SETBAC 10' MIN. ` ` 1-1/2° HDPE, I j<FSEE DETAIL 1,: SEPTIC \\ SDR 13/5 SHEET 2 SYSTEM -\FORCE MAIN 1 I 1 1 40.00 L.F. 1 SETBACK \\ \/ 1-1/2° PERF.15.00 L.F I VAI FORCE MAINHOPE, SDR �3.5f 1-1/2" HDPE, 1� I1 SEE GENERAL PUBLIC SDR FORCE 5 I 1 NOTE 5. LOT 2 WATER SERVICE _ 40.00 L.F. 1 ( BLOCK 1 4 1—i 2" PERF. BIRCH HILLS TERRACE HDPE, SDR 13.5 SUBDIVISION ADDITION 1 FORCE MAIN, SEE _10' UTILITY 3nh0 GENERAL NOTE 5. EASEMENT p�TC h q,01?N _ LOT 2 ��\ ecocK i 1 OF ALS �l BIRCH HILLS RO,� /�F�• ' s141 40 TERRACE SUBDI VISION \ *.:. .......... '�..9/, ADDITION NO.2 GRAPHIC SCALE LOT/�• •.:•• P�� . Jr Z TE: 60 0 30 60.Rodn NOI+'r '. CE7955 .• tiq�y NO WELL WITHIN 100'r ( IN FEET) OF PROPOSED ON—SITE �� `\� H•oreasta'"� I inch = BO ft. SEWER SYSTEM. � �� LOT 2, BLOCK 4, SEIDLER SUBDIVISION SITE PLAN .` LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 8/4/14 SHEET 1 5, 5, MT2 MT1 SURFACE MOUNDED TO EXISTING ENSURE DRAINAGE AWAY GROUND FROM DRAINFIELDS. j -_j � LEVEL I NATIVE - ' I NATIVE MONITORING TUBE, BOTTOM ,,SOILi' ;�'� �'„SOIL,,18” PERFORATED, TYPICAL BACKFILL 4' BACKFILL/i� I 1-1/2 PERFORATED PIPE i 2 INSULATION 6" GRAVEL ._`:'•-.-'s.. ' : .z.;` L 7-f7 10' GRAVEL DEPTH z BELOW PIPE (18") 15' d- z crAcnKlAI i V wcu CTATir co NOTE: GROUNDWATER TABLE CONSTRUCT WIDE TRENCH SYSTEM PER MOA BEDROCK OR OTHER IMPERMEABLE HANDOUT ATTACHED. BARRIER_ tA_ �� 5' WIDE TRENCH 0 SECTION A -A -NTS- BUILD BERM ON EXISTING 4' EXISTING UPHILL SIDE OF GROUND GROUND SWALE 2 { t l— 12" BACKFILL WITH TRENCH EXCAVATION - 2" INSULATION 1-1/2" HDPE SDR 13.5, z 00 TRENCH DETAIL 07Ts- OF. L EXCAVATE BERM DETAIL 2 )L -NTS- %A5111 a, ........ .... .... ....4 4; r... ItRodney P. Kinney Jr.: o '' cK 955 �q jo LOT 2, BLOCK 4, SEIDLER SUBDIVISION S .a LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 1�2HEET 2 1. CONSTRUCT WIDE TRENCH SYSTEM PER MOA HANDOUT ATTACHED. 2. NO WELLS WITHIN 100' OF ABSORPTION FIELD. 3. NO KNOWN IMPACTS TO ADJACENT PROPERTIES (WELLS, SEWER SYSTEMS, RESERVED SPACES AND DRAINAGE). 4. ALL PIPE RUNS SHALL BE CONSTRUCTED USING HDPE SDR 13.5. 5. PERFORATED HDPE: ORFICE SIZE- 3/16", ORFICE SPACING- 4'. INSPECTIONS REQUIRED BY ENGINEER AND MOA FOR BOTTOM OF TRENCH EXCAVATIONS AND TOP OF PIPE. DO NOT PROCEED WITH WORK UNTIL INSPECTION HAS BEEN COMPLETED BY ENGINEER. OWNER TO CALL MOA ON SITE WATER AND WASTEWATER AT (907) 343-7904 TWO (2) HOURS PRIOR TO INSPECTION. WIDE TRENCH SYSTEM, CALCULATIONS AND SIZING BEDROOMS: 4 GRAVEL DEPTH: 18 IN. REDUCTION FACTOR: 0.78 APPLICATION RATE: 1.2 TANK SIZE: 1250 GALLONS + 250 GALLON LIFT STATION (1500 GALLONS TOTAL) DRAINFIELD LENGTH: 78.0' (MIN.) FORMULA FOR TRENCH LENGTH: 150 SQ.FT./BEDROOM x NUMBER OF BEDROOMS APPLICATION RATE X REDUCTION FACTOR = LENGTH 5' (WIDTH) 150 SQ.FT./BEDROOM x 4 BEDROOMS 1.2 X0.78=78.0 FT 5' �� ��- . OF ALN�,1 .�� ' ?: 49Tx ............................... -o %Christopher M. Kinney: m4 I �1• '• CE9134 ofe3si���� •a. lFKA LOT 2, BLOCK 4, SEIDLER SUBDIVISION GENERAL NOTES LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, MMF.bmbmftbL SEWARD MERIDIAN EAGLE RIVER, ALASKA .. . 66� ANCHORAGE RECORDING DISTRICT 10/12/11 SHEET 3 Municipality of Anchorage Development Services Department Building Safety Division y�r On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci.anchoraoe.ak.us (907)343-7904 Performed For: Legal Description: TP - I 3- 4- 5- 6- 7- I -4-5-6-7- 1 Soils Log - Percolation Test .171 1 -- Rodney P. Kinney, Jr. •»ft CE 7955 r'�' /r �� •r.r•• �i .pw, /_1 I G CA e_ I WI fig I `t t� Date Performed: 10- S- it ��edlA- Township, Range, Section: TIS m e zw sac, 1 g)*&*— Slope Site Plan of -41401 c 11- 12- go,4& 12 13- 14- 15- 16- 17- 18- 19 - WAS GROUND WATER ENCOUNTERED? a Gross Time S IF YES, AT WHAT DEPTH? L o Depth to Water After Ar P Date: Reading Date Gross Time Net Time Depth to Water Net Drop A, L S� 11:00 PERCOLATION RATE ! 4 5 (minutes/inch) PERC HOLE DIAMETER � •• TEST RUN BETWEEN FT AND j FT COMMENTS PERFORMED BY: ���]yt�n(h I 4pwft, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH AL TATE AND MUNICIPAL GUIDELINES IN EFFE T ON THIS DATE. DATE: Wockenfuss, Deborah M. From: Moeller, Laura Jo Sent: Wednesday, October 12, 2011 2:26 PM To: Wockenfuss, Deborah M. Subject: Seidler Subdivision, Blk 4, Lot 2 - Wallen MOA Right of Way has no objection to the septic force main line in the Utility Easement btwn Lot 2 and 3, Block 4. An official Letter of Non Objection will be provided at a future date and time as permitting and staffing allow. All letters of non- objection from the utility companies are on file. Thank you. Laura Jo Moeller Right of Way Plan Reviewer Direct Line 907-343-8424 Main Office Line 907-343-8240 Fax 907-343-8250 moellerlj@muni.org LYzoii-oassxz_o A Recording Dist: 301 - Anchorage s 10/7/2011 12:24 PM Pages: 1 of 2 Septic System Easement Agreement Whereas, the septic system and reserve ingress/egress being constructed to provide sewage disposal for Seidler Subdivision Block 4, Lot 2 extends 225 feet, more or less, onto Seidler Subdivision Block 4, Lot 3. Whereas, the Owners of the subject parcels wish to enter into an agreement to allow the use of said septic system and reserve ingress/egress. An easement is hereby created for septic system and reserve ingress/egress on a parcel of land located within SE'A Section 1, Township 14 North, Range 2 West, Seward Meridian, more specifically located within Block 4, Lot 3 Seidler Subdivision, according to Plat No. 71-124, Records of the Anchorage Recording District, Third Judicial District, State of Alaska, and more particularly described as follows: Beginning at the northeast corner of said Block 4, Lot 3, thence Westerly, along the north boundary of Lot 3, a distance of 60.00 feet; thence Southerly perpendicular to the north boundary of said Lot 3, a distance of 198.48 feet; thence Easterly along the southern boundary of Lot 3, a distance of 67.00 feet to the eastern boundary of Lot 4; thence Northerly along the east boundary of said Lot 3, a distance of 228.30 feet to the point of beginning; Containing 12,803.28 square feet. Whereas it is understood that the protection of parties is paramount, the parties agree as follows: The easement shall be granted to the owner of Seidler Subdivision Block 4, Lot 2 and their heirs and successors. Sale or transfer of ownership by the owner(s) of either lot shall include transfer of ownership of this agreement. 2. It is expressly understood that this easement agreement shall only be valid as long as the existing septic system is operating in accordance with Municipality of Anchorage standards. Page 1 of 2 3. It is agreed that the Owner of Seidler Subdivision Block 4, Lot 2 shall hold the Owner of Seidler Subdivision Block 4, Lot 3 harmless from damage or penalty as follows: a. Sewage spills or overflow. b. Costs in connection with any form of violation of law regarding septic system operation. C. Conflicts with or damage to wells, groundwater or other parts of the environment created solely by the septic system. d. Any cost arising out of inspection, repair, or damage of the septic system. This agreement has been signed and entered into the day of 2011 in the Anchorage Recording District, Third Judicial District, at Eagle River, Alaska. Michael & Susan Wallen, Owners Seidler Subdivision Block 4, Lot 3 Eagle River, Alaska Michael & Susan Wallen, Owners Seidler Subdivision Block 4, Lot 2 Eagle River, Alaska State of Alaska Z' 3rd Judicial District .;.,The witlron document, Septic System Easement Agreement - (document description) Was subscribed and sworn (or affirmed) to. �.efore me on this 7th day of October 2011 .,.ir•1< i.'ty�•;'i` (date) (month) (year) by Michael W`Wallen & Susan E W41len,:. >s (name of ntliv° el) P Dated 1 01712011 u9 r .. i. 'r. 01 Notary) Please ReturnNotary Public for the State of Alaska y Appointment Expires 11/29/2011 Mike &Susan,, Allrn; 11609 Hebron Drive Eagle River Ais"d'"9`5"i7 Page 2 of 2 fl ISI III III IYIVIIIIIIII II 2011-1048322-0 v,';'A Ihf1Md States ofAmerke dAlasks THIS IS TO CERTIFY that the foregoing Is a fell, true and coned Copy of Me document as it appears In the records and files of my offlM NJ THE WITNESS WHEREOF, ( have hereunto set my hand W d have affixed my Pfficlal seal at Anchorage, Alaska. 4 WA 20 TWA By R I rder 11 ARCTIC PUMP & WELL INC. A Jim Sullivan, CPI am W1 MW PO Box 770197 iwt t ann - Eaglc Rivcr, AK 99577 (907)688-2510 (907) 258-2510 arw?gci.no Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: O50- 131-y$ Legal Description:Seidlerttl Property Owner Name & Address: Lot:2 Susan Wallen Block:4 11609 1lebron Poole Rivor AK 0Q1%77 Pump Installation Date: 10/7/2009 Pump Intake Depth Below Top of Well Casing: Feet Pump Manufacturer's Name: Pump Model: Pump Size: hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Well permanently decommissioned by procedurel5.55.060L.c. Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well. Inc. Page I of Pl.f�tD MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/0I3 WELL INSPECTION REPORT NAME -- ,1 R p �PHnONE NEW �1�C. V� h� -- �`',1�"��� (0 7 LI UPGRADE MAILING ADDRESS b©y Is Lk LEGAL DESCRIPTION Q�-4 DLj62 LOCATION NO, OF BEDROOMS DISTANCE TU: Well 0S Absorption area 5 FT- Dwelling I cp tl S ` O PERMIT NO. '1 Uy PZ Manufacturer ��� Material ��.. l No, of compartments LU F y Liq, capacity in gallons `-xSO IF HOMEMADE: Inside length Width �� Liquid depth t.,rI A y DISTANCE TO: Well Dwelling PERMIT NO. Z H T0 z Manufacturer Material Liquid capacity in gallons O w = DISTANCE TO: Well \ Foundation ` 3 +O Nearest lot line PERMIT NO. .w -I U Z No. of lines Length of each line Total length of lines _ `j Trench width tf Distance between lines NIA F Z w Q inches 1 V G N Top finish Material beneath tile Total effective area of tile to grade N 1_inches absorp ion �3� 0 ® �� �? Length Wid h Depth PERMIT NO. W C7 Q I— w4 Type of crib C 'am to Crib depth Total effective absorption area N well Building foundation _ Nearest lot line DISTANCE TO: a Q Depth Driller Distance to lot line NO. 1 w � DISTANCE T0: Building foundation Sewer line jPE1MIT Septic tank Absorption area(s) OTHER wqu -1 To TnIlK PIPE MATERIALS :ilf Litt I,U SOIL TEST RATING 73 M INSTALLER I=, LIF iP GF REMARKS + if V Lt Vp �APNOVED LEGAL ll \\ Q\DATE --{ 72-013 (Rev. 3/78) A & L DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA99577 · T~LEPHONE 694.25~ OWNER OF LAND ADDRESS "~' ~ LEGAL DESCRIPTION DATE-Started -- PERMIT NUMBER DEPTIt OF WELL STATIC LEVEL OF WATER FT. / ~,,d~d 7/:'~'/7 7 kALS. PER HR' / KIND OF CASING~'~D. O KIND OF FORMATION: From_/ Ft. to_--4 Ft._ / =-/Z~. From~ Irt, to '~ _Ft._ FromffO Ft. to~;D Ft. /q~J&%<~ From 3t~ Ft. to_ ~-~ From~ Ft. to. ~Ft. From._ Ft, to~Ft, From_ Ft. to Ft. From Ft. to Ft, From_~Ft. to~.Ft. From Ft. to' ~Ft.. From.~Ft. to Ft Frmn Ft. to.~Ft. From Ft. to_ Ft, From~ Ft. to__Ft. From_~.Ft. to__.Ft._ From_ Ft. to ~Ft From Irt. Io Fl From_____ Et. to ..... Ft. From. __Ft. to_ _ Ft. From Ft. to __FI~ -- From FI. lo Ft. From Ft. to_ From __Ft. to ..... FI, FronL~ Ft. to. ~Ft. From_~_ Ft. to. ~Ft. From_ Ft. to ~Ft. From~ Ft. to Ft. From Fl, to. _Ft From ~_~Ft, to~Ft,. From Ft, 1o Fl,. From_~Ft o.~FI,_ From ~FI Io.~Ft. From ~ Fl, Io FL MISCL INFORMATION: DRILLER'S NAME__ / · · livil LJ " I P*_-= X F—,1 L.., I , 1 0.'-" VJ 1_.- 11� a F,:" 1::::1 o -EE. 1,.-EPAR,r'1,1Et-,IT OF HEAL'I'li FIND I CIN 8255 V_ RD P-4 X -,Ir, FE", F_: I•- I Itz-'a E-_ PEWil I T NO. ( *11 APFIL I C:FINT Zjml Im, .211�ill `0 L. 0 C A T 10N HEBRON ST LEGAL L t B 4 SEIDLER 0.1 L OT ct7,-, I e-11 E 9 0 TYPE OF" SOIL ABSORPTION SYSTE11 IS: TRE NCM MAXII11-1171 f-,IUMBER OF BEDROOMS = 3" SOIL. RATING FTr-`BR)--- THE REQUIR.ED SIZE OF' THE.:' SOIL, AB:;ORPTIC)N SYSTEM C;- EH: t= IL.- � P-4 Ci '"IF t-11 m-= AL R L... U -'m VE F"U I— -it.. THE I EN13TH f..'11MENSION IS THE LENGTH f.*JN F_EET) CIF THE TRENCH OF: f."PRAU'IFIELF). THE DEPTH OF A TRENCH OR PIT 15, Tt-IE: risTANCE BF-,Tl,,IEEt.,I THE SURF"ACE I -IF* THU. GROUND AND THE BOTTOM OF THE EXCAVATION 0N FEET). MERF". IS. NO SET 14IDTH FOR TRENCHE.1,'.",. THE GRAVEL DEPTH THE MINIMUM DEPTH OF GF"FIVEd— BET11EEN THE I") 1-11"FT1 L L F'IF-T` AND THE BOTTOM OF THE,:* E-.?,CAVATIOt--1 r.IN FT7ET,.,,. I F?UC- Af alt C VA p5, PER.MIT APPLICANT Hftf-, THE RESPONSIBILITY TO INFOR!"I "MIS DEPARTHF14T CA.IRINCI INSTALLATION INS'PECTIGINS OF ANY WELL ,_;7 ADJACENT TC) THI.,-..; PROFTE'R"I'lil NI..Jt,IBFr,: C47 RESIDENCES THAT THE WELL 14ILL SERVE. Fa FEN—: —r 1: 0 r-4 �PE- F-1 FP: EE IF;_*: F_ E C.. -I U I F,* E:., U, T_ W C -A We. T. r F 7 H. _ BACKF1 1-1 ING OF' ANY SYSTE."m WITHOUT F'INAL INSPECTIM4 AND APPROVAL. B,,., THI:7; I'll-EPARTME'.'NT WILL, BE SUBJEH"'T TO PROS--ECUTION. MINIMUM 1:115,TFINCE BETWEEN A WELL. AND ANY ON-,SITF. U1':_-_-P(K,Al_ :100 FEET FOR A PRIVATE OF,: 150 TO 20CI F.'E.:ET F'f;.,Otl A PUBLIC WELL. DEPENUIING 1-11"ON THE TYPE OF PUEM-IC L. OTHER REQUIREMENTS MFIY APPLIc'. SPE,-:CIFICATIOrd E: FiNC- CONs,rF.,uc,rfON EA1 A CiRF iM ARF:. FiVA I I, ABLE TO INSILIR.E. PROPER INSTAI-LAT ION. q r.3 � F::" IF-:-: FR f'-1 I -V E'--. F --p I F;? v E Cv I—: FE Ill E E FI-— q I CEF"JIFY THAT A.: I AM FAMILIAR WITH THE REG,!UIREMENTS FOR OI`+-_ -';ITE ANC) I4ELJ_.1,4.; L:' -r' THE MUNICIPALITY OF' ANCHCIR.AGIE. 2: 1 WILL INSTALL THE. IN ACC ORDANCZ WITH THE C:0DEE'.. ":: I LINDERSTAND TIAA,r THE ON.�.,'ITE SEWER SYSTEM Mfl'r' REQUIR.E E."NLARCiEMENT IF:' THE F"ESIC)ENCE 1':7 RE!"IFICCU"Ci TO INCLUDE MORE THAN 6Jrr APPL. I GANT CHUCK BARR I. •,S_-'-UFj" BY - 2 6_0 7Z�e c Janunry 5, .1.978 Chuck Tarr Box 541. Eagle River, Alaska 99577 Subject: Lot 2 Block 4 Seidler Subdivision, Addition ##1 Permit ##77536 A permit issued by, this department for well anti/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance„ if you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Health and Environmental Protection. Sewer and Grater Section Note: A well log has been received on the above property. TYPE OF SOl1 SY��TEM rRENCH MH�IMUM NUHBER OF 1 i:EDR0OMS '� ] S01L RRTING (SQ FT/8R)-1 85 THE REQUIRED 6IZE OF THE SUlL HBS0RPTION SYSTEM IS: Q PT I" V^�� I K_ENyT? 1-U'1== A.V 4 SO rNK& p R M 1 '�U_ ����,: :11 [i `I !I � : � Ji - THE LENGTH DIMENSION l5 HAP LENGTH Q FEET) OF THE TREMCH UR DRHINFIELD THE DEPTH UF H TRENCH OR PIT IS iHE |)lSTHM(AE BBMEEN THE To UT! OF THE GROUND HND THE BOTTOM OF THE EXCHYHTlON (IN FEB) THERE IS 1,10 5ET WIDTH F0R TRENCHES THE GRHVFL DEPTH lS THE HIHIMUM DEPTH OF GRPIVEL BETWEEH lHE UUTFHLL PIPE RND THE BUTlDM UF THE EXC�VRTION (I[, FEET). �������: j� : 1: ���� , 1]i : ,'U 1; i: ��-��(c.40� '� :.� � I :: 1! : ': i-�:�', ����p t..0..;�jv 1?�� �~~. . ~0 L. QV w " :: V A :6U��V"" V: 1 3 V A p Mhwnn X"WO � p"MODY." :1 VATSHO BPQK�TLLING OF HNY SYBKEM NlTH0UT FINHL INSPECllON 9HD HPPROVHL BY THIS DEFyRTMEHT w! 11 I E SUHJECT TO PROSECUlNQ MINIMUM DA 401111A BETNEEN 8 NELi HN|) HNY MOW l[ SEWRGE DlSPGSHL SWTEM IS i00 "EF[ F0R H POR lVHTE WELL OR 20A FEFT FUH H PUBLIC WELL WELL LOGS RRF 6EQUI1 1 ) HND MUST BE 101-AlURN8) TO THE DEPHRTME1'.1T WITHIH ]0 DHYS UF THE WFLL CO�PLElI0N OTHER REQUIREMEHl� MRY HPPLY�PECIF](of HT70NS HN0 CUNSlRACT lON ;IHGRHMS HRE HVR1LH�LE lG l��URE PHOPER lN�THLLHllON O"FOOM 4, v PV AV 4 � 6 q �� ji li .:"UF � w A Y� 1 W, P A p K �0 ��. �.4" V c 0 Ef E GE01 `CHNI CAL & DEVELUPMENT CO. Box 90, Davis St., Eagl3 River, Alaska 99577 694.2774 or 688-2280 Russell Oyster 6942774 Soils Ft Foundations SOIL LOG Earl Ellis 688.2280 Land Development Performed for: Name:11MC/iCTel. No. ZL. o2 % Mailing Address:_ '0"C Legal Description: lew %�, ! ,4Ky, Depth (feet) 0 - Sojl Characteristics 2 3 moi' -- 6 Z 1-, 7A/ 5/7AOZaY e5 °. - 4 clir�c %f+ r r _ =-7 r 9 �/�-' Cell"v 10� �C�G°vCF`s it 12 Ground Water Encountered: Yes no If yes, what depth,/% Proposed Installation: Seepage Pit Drain Field Comments: Performed by:_ ZUZ1. " -- - ,� pate:_ ���� e. ASPHALTDRIVEWAY II LOT 1 RETAININf GRAVEL 10. 32.9' S89'31'20"E 264.27' A.C. UNIT N 1 SEIDLER SUBDI VISION A DDITION No. l N r 120�ir`-3, � LOT 2 N — m 23. BLOCK 4 WO HOSEME 2" 83.7't NPS � 0 \ C� CURVE 1 — z�=10'33'40" R=221.42' T=20.46' - L=40.81' C=40.76' C8=N05'00'40"W i� OF AL 1 ,�.�, ................. AClark E. Kinney p k LS -11780 �+ lt-� 8/19/24,. I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, THIS REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT. JCCWSION NOTES: T IS THE OWNER'S RESPONSIBILITY 0 DETERMINE THE EXISTENCE OF kNY EASEMENTS, COVENANTS, OR ffSTRICTIONS WHICH DO NOT APPEAR )N THE RECORDED SUBDIVISION PLAT. r� iw N 2�.4' o ®' s 0 T II --------------- -H b - ---006 33' BLM SECTION LINE RESERVATION -- 10' UTILITY EASEMENT - -�� N89'57'50"W 239.68'' LOT 3 I I !F • FOUND REBAR -(� WELL o❑ SEPTIC CLEANOUT ® SEPTIC VENT O SEPTIC MANHOLE O THAW WIRE ® ROOF DRAIN © PLASTIC PIPE — — — CULVERT — — CREEK — EAVE L°—•• ..... i CONCRETE NOTES; 1. DIMENSIONS ARE RECORD PER PLAT 71-124. 2. CB LAND SURVEYING HAS CONDUCTED A PHYSICAL SURVEY OF THIS PROPERTY AS SHOWN ON THIS DRAWING AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED. 3. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED OR SURVEYED. UTILITY LOCATIONS TO BE FIELD VERIFIED. 4. NO CORNERS SET THIS SURVEY. 5. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY DATA SHOWN BE USED TO ESTABLISH ANY FENCE, STRUCTURE OR ANY OTHER IMPROVEMENTS. -7 ' N ~ o W LO m W LO N C-4 O J V) Q QC Q:) GRAPHIC SCALE 0' 20' ao' eo' 1 inch = 40 ft. ,!:48 LAND SURVEYING- AS—BUILT OF LOT 2 BLOCK 4 SEIDLER SUBDI96ON ADAON No. a PLAT 71-124, ANCHORAGE RECORDING DISTRICT, STATE OF ALASKA LOCATED WITHIN SE 1/4, SEC. 1, T14N, R2W, SM, ALASKA CHECKED BY: CEK SCALE: 1" = 40' DRAWN BY: SPK DATE: 8/19/2024 NOTES; 1. DIMENSIONS ARE RECORD PER PLAT 71-124. 2. CB LAND SURVEYING HAS CONDUCTED A PHYSICAL SURVEY OF THIS PROPERTY AS SHOWN ON THIS DRAWING AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED. 3. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED OR SURVEYED. UTILITY LOCATIONS TO BE FIELD VERIFIED. 4. NO CORNERS SET THIS SURVEY. 5. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY DATA SHOWN BE USED TO ESTABLISH ANY FENCE, STRUCTURE OR ANY OTHER IMPROVEMENTS. -7 ' N ~ o W LO m W LO N C-4 O J V) Q QC Q:) GRAPHIC SCALE 0' 20' ao' eo' 1 inch = 40 ft. ,!:48 LAND SURVEYING- AS—BUILT OF LOT 2 BLOCK 4 SEIDLER SUBDI96ON ADAON No. a PLAT 71-124, ANCHORAGE RECORDING DISTRICT, STATE OF ALASKA LOCATED WITHIN SE 1/4, SEC. 1, T14N, R2W, SM, ALASKA CHECKED BY: CEK SCALE: 1" = 40' DRAWN BY: SPK DATE: 8/19/2024 MUNICIPALITY OF ANCHORAGE f I Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-131-48-000 Expiration Date: Legal description SEIDLER #1 BLK 4 LT 2 site address 11609 HEBRON DR Eagle River AK 99577 Current property owner(s) WALLEN SUSAN E & MICHAEL W X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for Comments or advisories: 7/18/2025 bedrooms, with the following stipulations: Original Certificate Date: 11/19/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory x Tank Age Advisory Arsenic Advisory Other COSA Approval June 2022 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-131-48 Complete legal description Seidler #1; BLOCK 4, LOT 2 Location (site address) 11609 Hebron*Eagle River, AK Current property owner(s) Mike Wallen Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 907-230-6234 3. TYPE OF WATER SUPPLY: 0 Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: X Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 9 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench 0 Wide Trench ❑ Seepage Pit Waiver request for: V�ILL 'N S In -27-1L 7- A�'- Distance: Expedited review requested: ❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ SSS Waiver Fee $ i , 5L Date of Payment COSA # USL 7 / y Date of Payment Waiver #_ 0 S t;' Z Ll l o S 5 cp�l 10f Zsl zy COSA Applicallon June 2022 COSA Checklist Legal Description: Seidler #1; Block 4, Lot 2 Parcel ID: 050-131-48 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA 0 Well log is filed with Onsite (or attached) Date drilled 7/15/77 Total depth 60 ft Cased to 20.33 ft Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 9/27/24 Static water level at beginning of test 12.6 ft. Comments B. TANK DATA Measured operating fluid level in septic tank 42" Date of pumping 7/18/24 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 10/8-31/14 X ALL standpipes present per record drawing Total measured depth from grade 7.7 ft (max) Measured depth to pipe invert from grade ft (min) N/A — pressurized field. Per record drawings, field is insulated. Q Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced - gallons - date Any rejuvenation treatment (past 12 months) N/A If yes, enter date Well production at time of test 5.1+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes X No 0 Coliform bacteria is Negative Nitrate 7.26 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑■ Arsenic less than MRL (ND) Collected by GEG, LTD. Date 9/30/24 C. LJFT STATION ❑ Required maint6ance complete �) Z Age of lift statio 10 years I J Lift station material steel Comments: MT1/MT2 Adequacy test date 9/27/24 Results Q Pass Fluid depth prior to test 0 /0 in Water added 627 gal New fluid depth 0.5/0 in Elapsed time 210 min Final fluid depth 0 in Absorption rate 600+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 18 in Effective depth used *0 in Effective depth remaining 18 in Comments/Deficiencies: Introduced water through STEP tank `Assumed because bottom of both MT's are within 0.04' of eae-bother. COSA Checklist June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' *97 Community Sewer Manhole/Cleanout > 100' ❑Yes if No ft DYes if No Neighboring Tank > 100' ❑■ Yes if No ft Private Sewer/Septic Line > 25' g Yes if No Absorption Field on Lot > 100' E Yes if No ft Holding Tank > 100' ❑■ Yes if No Neighboring Absorption Fields > 100' Animal Containment > 50' ❑■ Yes if No ❑■ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑o Yes if No ft ■❑ Yes if No ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑o Yes if No ft Surface Water > 100' M Yes if No ** Tank to Property Line > 5' ❑i Yes Field to Property Line > 10' Q Yes Water Main > 10' Q Yes Water Service Line > 10' 9 Yes if No ft Wells on Adjacent Lots: if No ft Private Wells > 100' if No ft if No ft Community Wells > 200' Q Yes if No ■❑ Yes if No If tank or field is under driveway comment below F. ENGINEER'S COMMENTS **60' waiver (OSP141294). Actual separation between STEP tank and surface water is 55'+/-; However travel path is 60'+. Drainfield to surface water is 100'+. *See waiver request. ft ft ft ft ft ft ft ft G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Garness Engineering Group, LTD. (GEG) Phone 907-337-6179 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 o60� O practices. The reported results describe the condition of the systems on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may oC4 Q exist that were not identified during the evaluation. The operational life of all wells and septic systems depend ap�� _ 9SQQ upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate �O during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing �* 4 T* �G the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not 0• ..... . • . ......... .. • . .... -G 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 can be installed on the property in the event either of the current systems fail to perform J r y S." adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG �Q P Cc 79 3 p� to perform the evaluation. Reliance upon the information provided in this report by any other person or party (]4 sfP (I 21i� �cOO (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 0 rea \ foo COSA Checklist—June 2022 #AEcc 8 0144000��� _'r',JI�/� ( I,l 2l7-rf Municipafi ty ®f Anchorage �' a I)rpnrhnrnt P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV241059 COSA#:OSC241468 Permit#: PID#: 050-131-48 Legal Description: Seidler #1 Block 4 Lot 2 Engineer: Garness Engineering Group Your request for a waiver of the required 100 feet horizontal separation from the S.T.E.P. tank to the private well has been approved. The approved separation distance is 97.0 feet. This waiver approval applies to the existing S.T.E.P. tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted -n 1 Date: I + l �ti' L % Approved by: i Name o Rl-vvie .............................................................................. **** VARIAN C E/WAIVER REVIEW **** r , ENGINEERING, SALES -CONSULTING w, .., , m October 25 2024 F Municipality of Anchorage m •••• 9l��I+ TH tk Development Service Department • • • • • • •' • `•' "" On -Site Water & Wastewater Program' ' • " ' 4700 Elmore Road oj��F ' J f CE-795ey 3ne. Anchorage, AK 99507 +�lA��PRprE55Iy44� Ref: Justification for Well to Septic Tank Waiver— Seidler #1; B4 L2 101 �S� tq To whom it may concern: We are requesting a 97 foot waiver from the well to the septic tank on the suject lot. Justifications for this w ' er ar"s-foiI ws; It7 • The tank is o y years old • STEP tank is eq 1 igh-level alarm • We are only requesting a 3% variance • The topography is such that if the STEP tank were to overflow the wastewater would not flow towards the well head. • Recent water sample results indicate Nitrates at 7.26 mg/1. MOA Nitrate mapping does not indicate Nitrate levels above 5.0 mg/l on any of the adjace A - _.Jt i reasonable to believe that the horse corral/stables on the lots immediately to he east are likely Nitrate source. Wea are unaware of any adverse impact that this would have on neighb ring properties. If you have any questiops, please contact us at 337-6179. Thank you for your/assistance. P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com MUNICIPALITY -OF ANCHORAGE Development Services Department.... Phone: 907.343-7904 On -Site Water & Wastewater Section `ZZ. - =''v9 Fax: '�07-3 43-7�1 d. ? Lift StatiGNPurnp Fault Maintenance Log C]�arter 'w t Street Address '; k QJ 1 4 q b� l` ] /J Septic Tank: -Sludge level inches -Pumping: requiredE]esna ♦l umping cmpleted . ei3 no Lift station_�- -Purnp basket cleaned es no -Effluent filter cleaned � no -Control floats cleaners (�S L no /Proper floal settings conflrmea r7a -Operation satisfactory no AHarrn Systema: *Dedicated electrical alarm circuit )16 no -Audible and visual alarm inside dweliinq�no -Alarm system operation at ice, nct satisjRm Manhole Riser '�-- -Ground water intrusion at riser to yank connection t 9 -Ground water intrusion around pope penetrations ves too •`'rw+eep hoie fun-ctional ,L,e no -Manhole lid: Functional' 11 no Insulated �Res no Properly Secured 'AY n Other -All manufacturer required inspectons and maintenance completed( yj no Comments. Qualified Maintenance Provider. Techol:ianC_�vY��'. ,; Date of maintenance Ai Zq comp,any C�)C-46v Signature r Date t Address:Mailing Box Anchorage,I ♦ CURVE 1 A--26'11'50" R=221.42' T=51.52' L=101.24' C=100.36' CB= N 13'22'05"E \ LOT 2 I — — —GRAVEL j I -----� — — — — — — — — — � — — — N89'57'50"W 239.68' —10' UTILITY EASEMENT— I- — — — — — 33' BI M SECTION I � LINE RESERVATION — — — — — — — — — — — — — — — — — — — — — I I OF ALSwe \� //* 49T ......... ................. ....... ................... .� II, Clark E. Kinney o"r / �1 r� IS -11760 �/w 11� .8/19/24, . •�j� AW °fessimBl �low SURVEYOR'S CERTIFICATE; I HEREBY CERTIFY THAT I AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, THIS REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT. EXCLUSION NOTES: IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SEIDLER SUBDI VISION ADDITION No. I LOT 3 BLOCK 4 �I Z -H w N :I O LOw I LO N N QIN w 0 �Ico W 0 � o CO r NIo �\ MFNTp blo Ns � R0y/einNc `° I N Fq `332 00,�\tii���gR c�F R/ 2935 'qcc' S� 1 'so. 11�o DOp Rp LEGEND • FOUND REBAR O SEPTIC RISER O THAW WIRE -- --- CREEK NOTES: 1. DIMENSIONS ARE RECORD PER PLAT 71-124. 2. CB LAND SURVEYING HAS CONDUCTED A PHYSICAL SURVEY OF THIS PROPERTY AS SHOWN ON THIS DRAWING AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED 3. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED OR SURVEYED. UTILITY LOCATIONS TO BE FIELD VERIFIED. 4. NO CORNERS SET THIS SURVEY. 5. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY DATA SHOWN BE USED TO ESTABLISH ANY FENCE, STRUCTURE OR ANY OTHER IMPROVEMENTS. 0 I I I I O M GRAPHIC SCALE 0' 20' 40' BO' I inch = 40 ft. ,48 LAND SURVEYING MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT "r 907-343-7904 On -Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC241468 Subdivision: Seidler #1 , Block: 4, Lot: 2 A water sample revealed a nitrate concentration of 7.26 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.