HomeMy WebLinkAboutFESLER LT 1ALot 1 A kV AW ta A(SLOIS S" 0 4-1,77 ANS- Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241150 PID Number: 090-021-74 Dwelling: RM Single Family (SF) El with ADU R Duplex (D) R Two Single Family Project: R New MR Upgrade Name CLARE LATTIMORE ABSORPTION FIELD R Deep Trench F] Wide Trench F-1 Bed MR Mound Site Address 129 STELLAR JAY LANE, INDIAN, AK E] Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-359-2225 3 *4.0 GPD/SF� +0.58 (TOP OF SAND) Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot FESLER - 1A Fill added above original grade SEE DWG. Ft. Gravel length 20 Ft. Township Range Section Gravel width 10 Ft. Beds: Number of Lines 2 Distance between lines 5 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenchesFrom Tank Field Tank Line 200 Ft? Ft. Well *501+ *501+ *501+ - 251+ TANK El Septic X S.T,E.P. E] Holding 0 Other Manufacturer D & S CONCRETE Capacity 1500 Gal. Surface Water *501+ *501+ *50'+ - Material CONCRETE Number of compartments 2 . Lot Line 5'+ 10'+ 51+ - NA Foundation **101+ 1011+ **100+ - LIFT STATION Manufacturer D & S CONCRETE Capacity -500 (FOR 2ND COMP.) Gal. Remarks ;FOR AWWTS. " 5+ to DECK PILES. PER THE CONTRACTOR, THE OLD SEPTIC TANK AND DRAINFIELD WERE DECOMMISONED PER UPC. Alarm location REMOTE MONITORING Electrical installed by PIPE MATERIAL House to tank D3034 Vank to U3U drainfield D1785 Installer ARM SEPTIC SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG BENCH MARK (Assumed elevation) 99.29 ft Inspection 15t 8/29/2024 8/29/2024 nd Location and description dates: 2 31d 8/30/2024 41h I TOP OF MANHOLE #1 (MH1) ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineers Stamp Conditional Approval: Date - 4 tFi 91 '1� j A Septic System Je;fr -A harness, 00 .-,i . Approved Date / 3 CE-79 '% V A, P V Note: this appro a[ does not include well permit requirements. & #AEcc884 P'Ofessl0l" (Rev 05/02/18) PERMIT NUMBER: PARCEL ID NUMBER: OSP241150 RECORD DRAWING 090-021-74 A B C D APPROX. FC01 17.2 5.0 100 RIADIUL S MH1 43.1 33.6 52.7 64.5 MH2 50.5 37.9 44.9 5-9.9 MT1 79.2 61.3 32.9 34.5 MT2 87.2 68.9 34.4 1 32.4 VP1 84.8 67.2 29.2 29.0 VP2 88.5 71.8 21.4 21.4 MT 3 88.4 72.8 14.2 18.1 Col 89.3 73.5 15.2 17.6 CO2 93.6 77.3 17.2 15.2 MT4 95.4 79.1 17.8 14.2 I �' NOTE: PIPE LOCATIONS ARE 1 I Rpp\\1s 1 I I SHOWN PER GEG SHOTS TAKEN I I 50, WEL\ f(S WITH LEICA DISTO S910 LASER A400 AEROCELL POD 1 FOR P 1 I I DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE NEW 20' X 10' GENERATED IN AUTOCAD. �DRAINFIELD ' APPROXIMAT TOE OF MOUNk\� O �// \\ �0+' / ^� \ TH#�+• D I MTa - I ' .' GENERAL LOCATION OF % i CO2 P p1 ` • • •� = y ` WATER LINE. LOCATED \\ / \ SHED SHED 1 Go M�1 BY ONE STOP SERVICES `\ l 'x ' / r'Q/ `\\ • GRAVEL :� '�.1 .. I �� \\ ` �`\ c_y0,1,�, +V.'•: ?DRIVEWAY •. �� •.' \: • • // � � EXISTING YURT ON DECK. ``\^\ �' a .. • . MHZ NO PLUMBING PER OWNER. B EXISTING 2-BEDROOM HOUSE FC01 (SEPTIC SEIZED FOR 3-BEDROOMS) 1500-GALLON `\ • ' CONCRETE +y4."•:�^ `\ A STEP TANK 15' OFFSET FROM OVERHEAD POWER NOTE: PER THE CONTRACTOR, �\ �` •: A FCO2 IS CAPPED AND WAS INSTALLED PER THE REQUEST •� �• `\ OF THE OWNER FOR POSSIBLE FUTURE EXPANSION OF HOUSE ``\ \ ` '.•; ' .r. \ N `\ .\ `\\``\ �• ?p p�/�\ SCALE: �F/ •�•. MINT`'\ AV GARNESS ENGINEERING GROUP Ltd *'� ENGINEERING SALES CONSULTING ���1.i 3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE, ALASKA • PHONE (907) 337-6179 • WEBSITE: �w w.gamessengineedng.com / .�•� : �•. •••r •�!! PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C^ •J/ rey-A-G4rness : Lucl CLARE LATTIMORE 907-359-2225 2 OF 3 �j��J, ,• CE-7 53 � PROJECT/LEGAL DESCRIPTION: DRAWN BY: �♦ (��••.. 1 p 17/2, •• SWORK:LER SUBDIVISION; LOT 1A DATE.L M. TYPE OF ♦�44 pR0FESS\�Pi��• RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/7/2024 LICENSE 11alkas����� PERMIT NUMBER: OSP241150 RECORD D RAW I N G TOP OF MH1 FINAL GRADE TOP OF MH1 LID = 99.29 = 98.63 98.91 LID MH1 MH2 TOP OF TANK INLET = PER THE CONTRACTOR, 2" OF 95,24 INSULATION PLACED OVER THE TOP OF THE TANK (,NOT SHOWN FOR CLARITY) INVERT OF ` TIMER OVERRIDE FLOAT INLET PIPE _ _ — _ _ _ _ _ _ _ _ _ = 94.33 _ HIGH WATER FLOAT TIMER ENABLE FLOAT GEG )N TWO -COMPARTMENT CONCRETE TANK I_jF'4 i �1&0 FINAL GRADE Z� 20 f Ed/ 102.61-102.67 MT2 > MT1 MT4 CO2 COt MT3 INVERT OF DIST LINE - 100.22 OF GROUNDWATER -TOP OF TANK OUTLET = 95.22 PARCEL ID NUMBER: 090-021-74 PROPOSED PUMP TANK FLOAT SETTINGS D & S CONCRETE TANK 15DO VOLUME AT INLET INVERT 1625 GALLONS MIN. OPERA T NG V LUME 1264 GALLONS INLET INVERT 45" OVERRIDE FLOAT 42.5" HIGH WATER ALARM 40.5" TIMER ENABLE FLOAT 36.5" FLOAT LEVELS ARE FROM BOTTOM OF TANK NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. �— PER THE CONTRACTOR, 4" OF INSULATION BY 4-FEET WIDE PLACED OVER THE PIPING TO AND FROM A400 AEROCELL UNIT. �—PRESSURE LINE TO A400 UNIT E 80% RETURN FROM A400 UNIT -INVERT OF OUTLET PIPE = 94.07 LITTLE GIANT HIGH HEAD WE SERIES PUMP (MODEL 20-WE20) IN SIM/TECH PLEATED NO VAULT FILTER NOTE: THE ENTIRE MOUND HAS BEEN TOPSOILED AND SPRAYED WITH HYDRO -SEED WITH TACKIFIER. -ORIGINAL GRADE (HIGHEST POINT - NEAR TH#1) = 99.13 \---TOP OF SAND / BOTTOM OF DRAINROCK = 99.71 HITS OF EXCAVATION = 97.61-97.71 = 96.03 1=9568 a Aw 9 Ltd —ENGINEERING,,, SALES � CONSULTING � , v �.� a,� �� � � _ m 3701 EAST TUDOR ROAD SUITE 101 -ANCHORAGE, ALASKA - PHONE (907) 337.6179 - WEBSITE: www.gamessenginmdng.com W ei PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �. � yJ ffrey A. Garness o �,� CLARE LATTIMORE 907-359-2225 3 OF 3 ��%,� CE-79 3 �- PROJECT/LEGAL DESCRIPTION: DRAWN BY: `. t�••••.••( "= x•�•� � FESLER SUBDIVISION; LOT 1A J.L.M. 1��0 ,fpppJ�'p���'•U�' ••••••••`P� �� TYPE OF WORK: DATE: LICENSE',Itit f.•' RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/7/2024 #AECC884 Q_)e:*v'lf.;o 1-.?-/30/Biv Rising Son Electric Services LLC. 10007 Lee St. Eagle River, AK 99577 (907) 622-6777 September 4, 2024 Re: 129 Stellar Jay Lane Anchorage, AK 99540 Two whom it may concern: The lift station at the above referenced address has been wired in accordance with NEC and State/Local codes and is wired to the manufactures standards. Please contact Dakota Keller with Rising Son Electric Services LLC with any questions or concerns at (907) 622-6777. Thank you for your business. Sincerely, Dakota Keller, Owner Administrator License Number 2o65 Specialty Contractor license Number 38497 (907) 622-6777 �_ 00 J J` V 0 O / i � O Q = Lu V Z Q Lu w J 2 W p J c U w' } LL 2:: m W �- Q Z ZlZ7w n 00N} D Q W Q LU ao m Q Woo QU,zW o o�� LU Ln wz z�;a Z OLU wLLO n Lij O Q CE w 2 o W W� N � ~ S w z X p J of a p O z u U aaUwLL W Q�wpinQ S O�� w LL. W m m Lu Of Ln } p U) W W LL. 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W N L al 00 m Q N 00 J W N 6 v N 00 ° N v N� n o / N Z O v 0 0 U O QnI Nian.Q U) N LLJ 0 U . W ¢ m H H 4 m O V1 0 J cn aQ W° J (DLLI J In Z_ LLI O % O O OU Q. wL m U) 0j w W Q O O Q 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241150 Work Type: Septic Upgrade Tax Code Number: 09002174000 Site Legal Address: FESLER LT 1A GA759 Site Mailing Address: 127 STELLER'S JAY LN, Indian Owner: LATTIMORE CLARE Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: r t)c•partm�:��nt 6/27/2024 6/27/2025 74508 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 Special Provisions: The designated reserve field will be to rebuild the proposed field. Received By: 15 5 C', E_ q Date: _ Issued By: ` �' _ Date: `I 2 � �` `� � ` 3 ON -SITE SEPTICMELL PERMIT APPLICATION Parcel I.D. 090-021-74 Property owner(s) CLARE LATTIMORE Mailing address 129 STELLAR JAY LANE -BIRD CREEK, AK Site address 129 STELLAR JAY LANE -BIRD CREEK ,AK Day phone 907-359-2225 Legal description (Sub'd., Block & Lot) FESLER SUBDIVISION; LOT 1 A Legal description (Township, Range & Section) Lot Size 'Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field nx Initial El Single Family (SF) nx (w/wo ADU) Septic Tank nX Upgrade nX Duplex (D) EJ Holding Tank EJ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 9 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. Waiver No. GADevelopment Services\Building Safetyk0n Site Water and WastewaterTorms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241150, Curtis Townsend, 06/27/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241150, Curtis Townsend, 06/27/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241150, Curtis Townsend, 06/27/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241150, Curtis Townsend, 06/27/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241150, Curtis Townsend, 06/27/24 (Z 0 0 Cb Mrr fi Z CO W If T F- x 10' F- Cb.". LIJ Z Cf) .............. 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Box 196650 Anchorage, AK 99507 www.muni.orq/onsite (907) 343-7904 Well Drilling Permit Number: SW, Pump Installation Log Parcel Identification Number: Date of Issue: Legal Description ?Msp 3ET AT: r Es i_ i z R s,ru,,aui;,ype pp Sit4Cieuni4' 1— ' f� 995tfo Property Owner Name & Address: ail lee Lpv., , 1 ear{ t . lVi) 1a1 .Nevh5 f"L19L,i$.Dr 6032-fg. ratch®vzMg4t )4sc. 49508 -M113 Pump Installation Date: '7 _8_55" Pump Intake Depth Below Top of Well Casing: Y6 feet Pump Manufacturer's Name: R e ;) 7ACk C Pump Model: 6c' ss' -- Pump Size 1 J;: --hp Pitless Adapter Burial Depth: 1 0 feet Pitiess Adapter Manufacturer's Name: Pitless _Adapter Installer: I , Well Disinfected Upon Completion'? i'? L—ji No Method of Disinfection: c14Lcse%nit_ PES WTS Comments: Pump Installer Name: A t, v e5 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this .23d 1. Day of S c )ra--- of 20 2 0 , by and between , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (A)MTS), lµ? described as JAVi i C located at (legal description)' Jam, 2. Maintenance, Repairs and Alterations. Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). 161—" Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. i Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Pagel of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. ( Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OVVNi�Ew� By - (signature) Date: rint name) STATE OF ALASKA ss. THIRD JUDICIAL DISTRICT The foregoing instrument was acknowledged before me this 24 day of 20 Z'f, by C lot i(e L a-t-f-^Ore- NOTARY PUBLIC FOR ALASKA My Commission expires: MUNICIPALITY - By:__, (signature) U 0--n3 T 0 L-— S i�—O (,print name) 01w Date: z Title: I V I C- En, (",—r r- rL (rev. 05/18/2018) Page 3 of 3