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Home My WebLink AboutFIREWEED HILL BLK 1 LT 3015 42 mo?5 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://wvvw.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221451 Work Type: Septic Renewal Tax Code Number: 01527125000 Site Legal Address: FIREWEED HILL BLK 1 LT 3 G:2634 Site Mailing Address: 10901 LIVINGSTON ST, Anchorage Owner: MCCARTY NICHOLAS ANDREW & Design Engineer: C&M ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: „t Is, c ;�L•It Departinent 10/31/2022 10/31/2023 12600 Q Disposal Field Q 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 5 Special Provisions: 1. An additional test hole is required to be done prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 2. The crib and part of the existing trench are to be decommissioned. 3. An Encroachment Permit from ROWfor the existing trench is required prior to Inspection Report approval. ReeeivedZy: 1_55C eCA /O C4M hGflP f/✓lA Issued By: kal_461c'_ e Date: Date: 10 3 2 Z_ MUNICIPALITY OF ANCHORAGE Development Services Department r Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 01.5-2,71--Z5 Property owner(s) BRELSFORD Mailing address 1901 LIVINGSTON Site address 1901 LIVINGSTON Day phone Legal description (Sub'd., Block & Lot) FIREWEED HILL BLOCK 1 LOT 3 Legal description (Township, Range & Section) Lot Size 12600 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank ElUpgrade ElDuplex (D) ElHolding Tank ElRenewal 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: $ 232 Date of Payment: _/O/_-� (/-a2 Receipt Number: O d 15 OD Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: Proposed Septic System for Fireweed Hills Block 1 Lot 3 Dear Reviewer, We are requesting renewal of the permit for the subject property. There have been no changes to the site or surrounding lots that would adversely impact this work, or would be adversely impacted by this work. Our review of available documentation and field investigation show that this project will not adversely impact any nearby Wells, Wastewater disposal systems, replacement disposal sites, or drainage flowing onto and off of the subject property. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini(c gmail. com with any questions or concerns. Sincerely, Charles Balzarini, PE 10/31/22 ,�.�r� �`�1� r� �i CHARLES G BALZ,4RINI CE 1 3854 <`ter AW ��_PRO FESS10 ' MUNICIPALITY OF ANCHORAGE n1ent On -Site Water & Wastewater Program �o s PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 n http://www.muni.org/onsite r v D e a i, t nn en On -Site Wastewater Disposal System Permit Permit Number: OSP211371 Effective Date: 9/27/2021 Work Type: Septic Upgrade Expiration Date: 9/27/2022 Tax Code Number: 01527125000 Site Legal Address: FIREWEED HILL BLK 1 LT 3 G:2634 Site Mailing Address: 10901 LIVINGSTON ST, Anchorage Owner: BRELSFORD KIRK Lot Size in Sq Ft: 12600 Design Engineer: C&M ENGINEERING SERVICES Total Bedrooms: 5 This permit is for the construction of: Q Disposal Field Q 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: 1. An additional test hole is required to be done prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 2. The crib and part of the existing trench are to be decommissioned. 3. An Encroachment Permit from ROW for the existing trench is required prior to Inspection Report approval. 7.25.2022 Received By: Date: Issued By: Date: UNIMPAUTY OF ANCHORAGE Development Services Department `'.,T Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTICM/ELL PERMIT APPLICATION Parcel I.D. 015 271 25 Property owner(s) Brelsford Mailing address Site address 10901 Livingston Day phone Legal description (Sub'd., Block & Lot) Fireweed Hill Block 1 Lot 3 Legal description (Township, Range & Section) Lot Size 12,600 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field 0 Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank Q Upgrade 0 Duplex (D) ❑ Holding Tank ElRenewal El 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. C&M ENGINEERING (Signature of property owner or authorized agent) - - Permit/Rush Fees:- -595-- -- -- --Waiver Fees: 0/1eo - - - - -_ - Date of Payment: .271/2 0,9 Date of Payment:R1zglz Receipt Number: 0 Jyy(0b Receipt Number: 0160317 Permit No. OSP,, 1 1 3 % 1 Waiver No. 0SVZ1107S GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Ca 2:2Z I C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: Proposed Septic System for Fireweed Hills Block 1 Lot 3 Dear Reviewer, We are requesting a change order to the permit for the above referenced property. The owner would like to install a Category II AWWTS system. The CAT II AWWTS is a better fit for the site and does not require approval of new waivers. The owner may wish to retain a portion of the old field as a reserve site. The owner will obtain Letters of Non objection and/or encroachment permits as required prior to connecting to the old system. Our review of available documentation and field investigation show that this project will not adversely impact any nearby Wells, Wastewater disposal systems, replacement disposal sites, or drainage flowing onto and off of the subject property, except where noted below. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini(cDgmail. com with any questions or concerns. Sincerely, Charles Balzarini, PE 7/10/22 r� CHARLES G BALZARINV �CE13854 , -. 0A- PROFES510NP�.,�'412` _ Z'tti1�1� C0 -;2X -I c&M ENGINEERING SERVICES 907-854-5558 Septic Design Calculations Residence: FIREWEED HILL BLOCK 1 LOT 3 RESIDENCEj�.O7=INFO ; ' `; number of bedrooms 5 b Water usage/bedroom 150 gpd/br Water Usage 750 gpd system type: CAT II type: Shallow Trench 2 Application Rate gpd/sgft required absorption area 375 sgft trench width (W) 5 ft gravel depth (D) 4 ft below distribution pipe Min Required Length: 37.5 ft Max ex depth 8 ft "DIMENSIONS FOR REFERENCE ONLY. SEE PLANS FOR DIMENSTIONS TO BE USED IN CONSTRUCTION" Calc By: CGB Date: 7/10/2022 Ilk~� CHARLES G BALZARINI" CE13854 <'`�7A is�� Fp PR4FESSIONP�.�,m, / / / 1 I I BLACKTREE LOT 2' \ BLACKTREE LOT 3 \ I I i r N 0 Z 100' WELL RADII I DECOMISSION — XISTING CRIB DOUBLE COS DEMOLISH RE WALL AND L SLOPE. COOP WITH / water ANC 11371, Deb �7 TH \ ...,� �.... . , . ... i N• CHARLES G BALZARIUl • A CE-13854dlll ��f� • • /13/21, • • �� .l � I `l��F�pROFESSIONP�'. / FIREW�ED HILLS DEPTH: Lor 2 TESTHO18'LE BLOC 1 LOT 6 / PERC RATE:3MP 106'/ GWT :DRY FIREWEED HILLS BLOCK 1 LOT 2 CONTOURS SLOPE IS DOWN UT9T—Y EASEMENT ! TO THE EAST •�� DECOMM76N EXISTING FIELD APPROX OLD TESTHOLE R�^D VEWAY_ �� LOCATION FIREWEED HILLS DEPTH: 16' BLOCK 1 LOT 4 SPUTTER' '+. • .• Y : 27 MPI �...: PERC RATE• jj �. F; GWT: DR LOT 4 TESTHOLE /y `•'"'� DEPTH: 16.5' PERC RATE: 7.3 MPI 08' %-1•.:::• 100' WELL RADIUS GWT: DRY 2'%1D5'x5'EFF DEEP TRENCH IING�•/ MAX EX DEPTH OF 12' E NEW 1500 , DEMOLISH OLD TANK PER \ NER GAL POLY SEPTIC TANK MOA REQUIREMENTS >'� W/ INSULATED RISER AT MacT CHAMBER I FIREWEED HILLS BLOCK 1 LOT 3 MICHIGAN ,SEE SITEPLAN FOR DETAILS SCALE: 1" = 50' 5. LEGAL DESCRIPTION: FIREWEED HILLS BLOCK 1 LOT 3 \ OWNER: BRELSFORD DATE: 8/30/211 REV: I DRAWN: CBJ REF: AREA PLAN 5 BR HOME US I NOTE: LOCATE EXTENTS OF EXISTING FIELD AND CRIB PRIOR TO INSTALLING NEW FIELD. IF CLOSER THAN SHOWN, REPLACE SEWER ROCK WITH MOA SAND UNTIL SEPARATION IS ACHIEVED. / ,SEE SITEPLAN FOR DETAILS SCALE: 1" = 50' C&M ENGINEERING SERVICES 907-854-5558 LEGAL DESCRIPTION: FIREWEED HILLS BLOCK 1 LOT 3 OWNER: BRELSFORD DATE: 8/30/211 REV: I DRAWN: CBJ REF: AREA PLAN NOTE: INSTALL ALL COMPONENTS IN ACCORDANCE WITH MUNICIPAL CODE AND MANUFACTURER'S RECOMMENDATION THE WELL RADII AND LOT LINES MUST BE MARKED PRIOR TO CONSTRUCTION Com Ak kski lip I FIREWEED HILLS /*: nTw • MONITOR TUBE. BLOCK 1 LOT 6 .. °CLEANOUT / rr CHARLES G BALZAR191 • . �P. CE-23854�� LOT 2 TESTHOLE / / �l � PROFESSI�NP�.r DEPTH: 18' \ PERC RATE:3MP 1@6' GWT :DRY FIREWEED HILLS BLOCK 1 LOT 2 1' CONTOUFjs3� SLOPE IS Q.OWN 60 If OF EXISTING FIELD TO REMAIN TO THE/EAST AS RESERVE / SITE. OWNER TO OBTAIN LNOs AND E LOT 2 \ \ r U!ENCROACHMENT PERMIT(S) AS NEEDED TILITY/ EASEMENT REMOVE END OF DRAINFIELD AS SHOWN.— SEE NOTE U)\ .. \.; APPROX OLD TESTHOLEr R-P/E A LOCATION F O DEPTH: 16' B Z ,� PERC RATE: 27 MPI 100' WELL RADII ` _ _ ' DEMOLISH RETAIN GWT: DRY .�� WALL AND LAYBKCK LOT 4 TESTHOLE DOUBLE COS SLOPE. COORDINATE DEPTH: 16.5' DEMOLISH WITH OWNER PERC RATE: 7.3 MPI — \ — 100' WELL RADIUS GWT: DRY EXISTING CRIB DEMOLISH OLD TANK PER PROPOSED MOA REQUIREMENTS TESTHOLE NEW 1500 GAL POLY SEPT C TANK BLACKTREE W/ INSULATED �ISER LOT 3AT FIRST CHAMBER NEW 5x38' \ NEW 1000 TRENCH WITH 4':. '•:.• ` GAL LIFT STATION TANK EFFECTIVE..." SEWER ROCK ;:,-: QUANICS NS 500 8' EXCAVATION' : = = # / DEPTH, :DRIVEWA .,; OPTIONAL DIVERTER � 5 BR \ HOME 6 0 ---=riR'EVCIEED HILLS BLO"C"K ` 1 LOT 3 I \ MICHIGAN \� >EPARATION DISTANCE NOTES: fHE PROPOSED SEPTIC SYSTEM IS GREATER THAN: \ NOTE: WHERE THE CRIB AND END OF EXISTING DRAINFIED ARE 50' FROM ANY NEIGHBORING WELLS TO BE DEMOLISHED /REMOVED. REMOVE PPF AND OTHER ?00' FROM ANY PUBLIC WELLS COMPONETNS. REPLACE 50' FROM ANY -SURFACE WATER - - - - — - - _ SEWER -ROCK WITH -MOA SAND OR CLEAN NATIVE -SOILS. SCALE: 1" = 30' C&M ENGINEERING SERVICES 907-854-5558 LEGAL DESCRIPTION: FIREWEED HILLS BLOCK 1 LOT 3 OWNER: BRELSFORD DATE: 8/25/21 REV: I DRAWN: CBJ REF: SITE PLAN COMPONENTS SUPPLY NOTE: 1. TANKS, MH RISERS, AND LIDS ARE AVAILABLE THROUGH GREER TANK 2. THE PUMP, FLOATS, INTERNAL PIPING, GROMMETS, CONTROL PANEL, XPERT ALERT UNIT, AND AEROCELL UNIT ARE AVAILABLE FROM GARNESS ENGINEERING, THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICS- PRODUCTS. 3. ALL OTHER COMPONENTS SUCH AS PIPING, FITTINGS, WIRING, INSULATION, ETC., SHALL BE SUPPLIED BY THE CONTRACTOR. NOTE: ALL PIPING FROM PUMP TANK TO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL THAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STANDING WATER. GREER TANK NOTES: • PER GREER TANK, THESE TANKS HAVE A MAXIMUM BURIAL DEPTH OF 10 FEET OVER THE TOP OF THE TANK. • PER GREER TANK, THE TANKS ARE NOT TO BE BURIED SO THAT THE TOP OF TANK IS MORE THAN 2' BELOW SEASON HIGH GROUNDWATER • GEG RECOMMENDS ALL PIPE PENETRATIONSIJOINTS ASSOCIATED WITH THE TANKS BE ENCASED IN BENTONITE CHIPS. • IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL ENSURE THAT SOIL COVER AND/OR BALLASTING IS PROVIDED AS OUTLINED PER GREER TANK REQUIREMENTS SJE RHOMBUS INSTALLER FRIENDLY SERIES (IFS) TIMED CONTROL PANEL WITH DRY CONTACTS FOR SJE RHOMBUS XPERT ALERT WIFI INDOOR ALARM SYSTEM ---- 24" MOA APPROVED INSULATED RISER AND LID INSTALL DOUBLE FINAL GRADEA CLEANOUTS BETWEEN TANKS 4" CLEANOUT GREER TANK 1500 -GALLON TWO COMPARTMENT HDPE SEPTIC TANK RATED FOR 10' BURIAL - INSTALL PER MANUFACTURERS DIRECTIVE ELECTRICAL WIR WEEP HOL GREER TANK 1000 -GALLON SINGLE COMPARTMENT HDPE SEPTIC TANK RATED FOR 10' BURIAL - INSTALL PER MANUFACTURERS DIRECTIVE_ NOT TO SCALE QUANICS AEROCELE CAT. 11 UL LISTED JUNCTION AND PVC CONDUIT FOR ELECTRICAL CONNECTIONS QUANICS AEROCELL SYSTEM CATEGORY 11 CONFIGURATION (5 BEDROOM SYSTEM) SJE RHOMBUS XPERT ALERT WIFI INDOOR ALARM SYSTEM (REMOTE MONITORING SYSTEM). INSTALLED IN HOUSE AS CLOSE TO INTERNET "BOX" AS POSSIBLE. QUANICS NS -500 -AC AEROCELL POD -SIM/TECH 4" VISUAL PRESSURE INSPECTION FILTER PORT -24" MOA APPROVED INSULATED RISER 4" BY 4' WIDE 4" VISUAL INSULATION INSPECTION AND LID CENTERED PORT--, [- OVER PIPE 1.5" SCH. 40 PVC FEED LINE 4" RECIRCULATION RETURN LINE (80%) -IMER OVERRIDE FLOAT - 1090 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. -'HIGH WATER FLOAT - 1066 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED "LOW LEVEL CUTOFF FLOAT (ON/OFF) - 752 GALLONS CAPACITY WHEN FLOAT IS DEACTIVATED GOULDS PE51NI PUMP OR EQUIVALENT 2 - 8" CONCRETE CINDER BLOCKS FOR PUMP PEDESTAL - STACKED SIDE B SIDE (SUPPLIED BY CONTRACTOR) NOTE: ALL PRESSURIZED PIPES ARE TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. 3+ FEET OF COVER OVER TOP OF DISCHARGE PIPE - I" DISCHARGE (20%) TO DRAINFIELD OR PUMP VAULT PUMP TANK FLOAT SETTINGS GREER TANK MODEL 1000 TOTAL CAPACITY 1152 GALLONS MIN. WORKING VOLUME 1090 GALLONS INLET INVERT 49" OVERRIDE FLOAT 39" *47" HIGH WATER ALARM 37" *45" ON/OFF FLOAT 24" -32" FLOAT LEVELS ARE FROM BOTTOM OF PUMP ('MEASUREMENT FROM BOTTOM OF TANK). NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INC TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. Co � 1 GIIORAGE MUNICIPALITY Ofttl� ,t.fNiEMT SYSTEM ADVANCED 1VASTEt1'ATERtr11� AGItEENIENT MAINTENANCE ENANCE AND 121' , Itercilt the "AGREEMENT" made and THIS MAINTENANCE AND IREPAIRACi1tEEh7I;N�1 entered into as n this J-( pay of of 20 by and between 1k5 ,herein the "O�'�NER'„ and the Municipality of Anchorage, herein the "MUNICIPALITY,,,in accordance t;pith Anchorage Municipal Code (AMC) 15.65.365. In consideration of the u1utual covenants contained herein, the parties to this Agreement agree as follows: Advanced Wastewater Treatment S stems• The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as AEROCEL located at (legal description) FIREWEED HILL BLOCK 1 LOT 3 2. Maintenance Re airs and Alterations. (Owner is required to read, understand and initial each section) /A/' 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). 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. 110. Owner acknowledges that regular maintenance of an AWWTS reduces the potential I / failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 y�f��t/j Owner acknowledges that the M,In icipality may request records of maintenance and fI, tesentative or maintenance Provider. repairs from the manufacturer's rep for (ailing to maintain and repair an AWWTS may be 7*�. Owner acknowledges that the r 1� G0.()30, assessed in accordance with AMCM owner Agrees to grant " the irlunicipahty reasonable access to test and inspect the � AWWTS.ill give at least 24-hour notice. The Municipalityw IY71 Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems App roval. ,Y7Owner agrees that the AWWTS installation and maintenance requirements as provided ` t 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 OWNER: •�.� Date: n�' �.'2D2Z Byge., � 'M (signature) G • r , /� a'' (print name) STATE OF ALASKA ) THIRD JUDICIAL DISTRICT ) ss. The foregoin instniment was acknowledged before me this LW day of 20Qj, b , Noterp P"c O LIC FOR UALAS SHARNWNE DAQUIS My Commission expires: Std of v Mtl ComniWm Expires Sept.14.2022 MUNICIPALITY: By: (signature) Date: Z Z Z 2 Z (print name) Title: (rev. 05/18/2018) Page 3 of 3 Frontier Surveys, LLC Project No: 21-510 Ordered By: Ally Hartman 10' UTIL. ESMT. 30.0 N90° 00' 00"E 90.00 R. 0. W. 10' UTIL. ESMT. GRAVEL PARKING L23. o'\\ 1 l M tV N N90" 00'00"W 90.00 n WOOD POLE WALL Ik� Date: 8/4/2021 Plat: 70-248 1 Grid: 2634 LOT a„—I'— 1 X / X X ___ X51 x \ x 0 12.0 0 0 � v o LOT y 1.0 0 0 0 CO) i 1.0 o� N --- MICHIGANA VENUE - -------- Y Electric Meter/Outside Power Telephone Pole —oHu— Overhead Utility Gas Meter ® Deck —X Fence Concrete EDGEOFPAVEMENT n El Septic iWi Water Well 11= Street Sign 5; U General Notes: 0 12.5 25 50 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. S C e I e in Feet 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. ``'N\\\\\\JJ%J E OF Al �tIi� 4 H ... ..... .. .. ...... .� Pier M. St gier N . LS- 12 �O r '��C�,r�••. 8/4/2021 It, AnO1\\\ ONA- PROFESSIONAL SEAL This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. As -Built Survey of. Lot 3, Block 1 Fireweed Hill Subdivision I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on August 2nd, 2021. Frontier Surveys, LLC FRONTIER 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 &"t�z 907.460.1686 - info@frontiersurveys.com www.frontiersurveys.com UJ Wi Z�\ GRAVEL DRIVEWAY / C/) / Lot 3, Block 1s Fireweed Hill Subdivision 12,600 Sq. Ft. +/- 23.1 O p 10901 Livingston Street `5 L / c 1 Story Wood Frame House < b With Attached 2 Car Garage d � 3 �(v/nJl LO V 0 rn S. 0 o �< Z o � / N N LyJ 40.5 50/ GRAVEL PARKING L23. o'\\ 1 l M tV N N90" 00'00"W 90.00 n WOOD POLE WALL Ik� Date: 8/4/2021 Plat: 70-248 1 Grid: 2634 LOT a„—I'— 1 X / X X ___ X51 x \ x 0 12.0 0 0 � v o LOT y 1.0 0 0 0 CO) i 1.0 o� N --- MICHIGANA VENUE - -------- Y Electric Meter/Outside Power Telephone Pole —oHu— Overhead Utility Gas Meter ® Deck —X Fence Concrete EDGEOFPAVEMENT n El Septic iWi Water Well 11= Street Sign 5; U General Notes: 0 12.5 25 50 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. S C e I e in Feet 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. ``'N\\\\\\JJ%J E OF Al �tIi� 4 H ... ..... .. .. ...... .� Pier M. St gier N . LS- 12 �O r '��C�,r�••. 8/4/2021 It, AnO1\\\ ONA- PROFESSIONAL SEAL This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. As -Built Survey of. Lot 3, Block 1 Fireweed Hill Subdivision I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on August 2nd, 2021. Frontier Surveys, LLC FRONTIER 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 &"t�z 907.460.1686 - info@frontiersurveys.com www.frontiersurveys.com in q = Q3 " fest L C4--7n!�Ejb, Water Quality Vesting 9131 E Frontage Rd, Ste 15 Palmer, AK 99645 (907) 745-3005 matsutestlab.office@.Qmail.com Municipality of Anchorage On-site Water and Wastewater uanice 09/27/21 Name: C & M Engineering Lab ID#. M210766 Mailing Address: 20182 Tulwar Date Sampled: 07/28/2021 Colilert Chugiak, AK 99567 Time Sampled: 1700 Legal Description: Fireweed Hill Blk 1 Lt 3 Sampled By: AL A --- Date Received: 07/29/2021 Sample Site Location: Outside Hose bib Time Received: 1603 Health Guard I Parameter Method Result Unit MRL MCL Date Colilert Total Coliforms A --- --- --- 07/30/2021 SM 9223B Colilert E. coli A --- --- --- 07/30/2021 SM 9223B Total TNTplus 835/836 <MRL mg/L 0.200 10.0 07/30/2021 Nitrate/Nitrite — N Hach 10206 Arsenic by ASV Arsenic <MRL gg/L 1.000 10 07/30/2021 Metrohm AB 416/3 Method Reporting Limit (MRL): the lowest concentration that can be reported reliably Maximum Contaminant Level (MCL): highest acceptable level in public water systems as set by EPA mg/L: milligrams per liter; 1/1000' of a gram ,ug/L: micrograms per liter; 1/1,000,000' of a gram Absent (A): none of this type of bacteria was detected Present (P): one or more bacterial cells of this type were detected Results Reported By: L Patience Lynch Laboratory Analyst Reviewed By: Signature: L ne Hill (Aug 5,202115:16AKDT) Email: office@matsutestlab.com _-' 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/OR WELL INSPECTION REPORT NAME PHONE ❑NEW 4te-St")1 UPGRADE MAILING ADDRESS SR8 60XC 1 o Gs AM 9R LEGAL DESCRIPTION L 81 F/R w6,c-In, 1441,LS Ti2 Aj iAA EC. Z LOCATION NO. O -ED,ROOMS / I ill S -r !:t► Well Absorption area Dwelling PERMIT NO. DISTANCE TO: Uy H z Manufacturer Material No. of compartments uJ X I I N w Liqrapacity in gallons IF HOMEMADE: Inside length Width Liquid depth y DISTANCE TO: Well Dwelling PERMIT NO. J az 2 F Manufacturer Material Liquid capacity in gallons w = DISTANCE TO: Well ,�' r Foundation Nearest lot line, J u.Z No. of lines Len tip of etch ling Total lengt lies I -71 nc Treh widt ♦ Distance bet a lines H Z Lu 42bt M1CiM6 Q _ Top of the to finish grade Material beneath tile / Total effective absor ti9n a 2 0 4.1 !_7 ;r�a� /5 too u k" Length Width Depth PERMIT NO. LU 0 Q F — Type of crib Crib diameter Crib depth Total effective absorption area as W y Well Building foundation Nearest lot line DISTANCE TO: Class.. Depth Driller Distance to lot line PERMIT NO. IvAte w DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) �i�'IS _1A/(> lot 42 s w OTHER 1011A PIPE MATERIALS 1 C sr IK0,0 -A- 133x3_ SOIL TEST RATING -30 8 ADJ .� IS' INSTALLER G C:o -► REMARKS .. r Fc) T r� TI IF_L sULA-r%W%) ou_e + / CAsr IRo,v PIPE 'il-tecAxiA.EN6rAj"; 1w'y 4`• FAB ' i c 00CR i s c 5r84 -0`L 0 VB/Q'i Firo A/o J+L0 AT 1$ i &AC &ASAI Cf AV6l Pr IAJS#OM;-tP— /jig: :TOHn1 fv s O D 1 1° 44 8#4 3rep._un .0 clei g MUNICIPALITY OFA DEPT. OF HEALTH 8, 12 O {{ EN e` �E� � )1y t I V L OLL APPROVED DATE LEGAL L 72-013 (Rev. 3/78) ALASKA ENVIRONnAENTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907)561-5040 JOB SHEET NO. -. OF —_ CALCULATED Bv_ �• l" DATE—_' ' CHECKED BY DATE ._ SCALE / o mmK.T 241 c IK GM Mm 01471. ��llf" IL 1 -T V* JE3 IF- ��C-.0 ff DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION � 825 L STREET, ANCHORAGE, AK 99501 264~4720 r��IMI "T ` r PE�MIT NO: 840900 DATE ISSUED: 10/23/84 APPLIT: CANKIRK BRE LSTORD ADDRESS: SRA BOX 1753 ANCHORAGE, AK 99507 CONTACT PHONE: 344 5 17 1. LEGAL DESCRIP: SUBDIVISION- FIREWEED HILLS LOT: 3 BLOCK: 1 SECTION: 21 TOWNSHIP: 121\1 RANGE: 3W LOT SIZE: 13580 (SQ"FT" OR ACRES) MAX BEDROOMS: 4 Listed below are the options available to you in designing your septic system. Choose the option that best IFits your site" �..... ... ..... ��..... ��..... ..... �.... ... ..... .... ... ��~�'��^ -H-11FR! P -A c- U-1�� DEPTH TO PIPE BOTTOM (FT.) `�f� �� 1 ~^' 4.0 4.0 n. GRAVEL DEPTH (FT.) ��f� 1�� L� 0"5 3.5 _ ,� / �� TOTAL DEPTH (FT.) 8.5 «�� m�r 4.5 7.5 GRAVEL WIDTH (FT, ) 2"5 " 30.0 5^0 GRAVEL LENGTH (FT" ) 112.0 ** 57"0 148.0 ** GRAVEL VOLUME (CU"YDS") 62°3 63^4 109.7 TANK SIZE (GALS) 1,250.0 ** 1,250^0 ** 1,250"0 ** SOIL RATING (SQ°FT"/BR) 308 281 343 ** DEPTH TO PIPE BOTTOM < 3"5 FT, REQUIRES INSULATION ** DEPTH TO PIPE BOTTOM < 4"0 FT" MAY REQUIRE A LIFT STATION �* GRAVEL LENGTH > 75 FT" REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 FT, EACH) ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS ..... ... ..... ..... ..... ~... _�___�..... ..... ... ..... ... ..... ~^..... �..... ... _�~ I certify that: 1. I am familiar with the requirements for on-site sewers and wells a� set forth by the Muhicipality (--)f' Anchorage (MOA) and the Statof Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3" I will adhere to all MOA and State for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot" 4. I underStand that this permit is valid for a maximum of 4 bedroms and any enlargement will require an additional permit" IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODE(13' THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2> ASBUILTS WILL NOT BE APPROVE ITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUS E ENSED ELEl" TRICIAN^ SIGNEE Dx^ `-- DATE: ��-�-� APPLICANT: ~~~~7-r~�-��-�- ��......... ..... ..... KIRK BRELSTO�D �/ -..... ..... �..... .... ISSUED BY DATE: �-�-��---``--t~`r~�'��~~�~^~�~-~�� --�-----�---�- X SOILS LOG �\ MUNICIPALITY OF ANCHORAGE �r \� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ✓"t PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 - SOILS LOG — PERCOLATION TEST PERFORMED FOR: I R K U IZ L-iS FOR 1, DATE PERFORMED:4- LEGAL DESCRIPTION: L U T 3 QK 1 F I IPC W CE D J•ii LLS T I Z A-) r't 3 bj SEC Z E IT ySLOPE SITE P.L+A/N� 1 2 FEw GRAVeL5 _ 3 UCo (313+L IF .,5- 4 I✓ 11 7 Date Gross Net Depth to Net 8 t�� i� � CL6AN S'AN D (S i', 16p v' 9- 10 11- 12 13- 14- 15- 16 3141516 END 17 'T141 ,----18- 19- 20L -181920 COMMENTS_ S: LVY SAND (SM ) FEW GRn\.Jt- ES 0CcAS10 tiAL Ca89LG C7 if WAS GROUND WATER S ENCOUNTERED? 6 Q L o i P IF YES, AT WHAT E DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop -t 1 G' 19 -Y r `2 : ; 4- % KID to O,Oy 4 WZO 2 t'rs z 2.57C I v +rG r U4 ENZO 2% 4,-t- v`t 3: o,< - Iv 4G F14ZO 3:c>` ' Sic, 3: ,y Iv o3 + F•r'gG s: ' s + So S 3:25 ... ty PERCOLATION RATE 39 (minutes/inch) TEST RUN BETWEEN Lip FT AND 6' FT PERFORMED BY: GATES CERTIFIED 72-008 (6/79) DATE/OA1 KIND OF FORMATION: :17 FRONT........:.............FT. TO..........._...........FT....:::..:.:....... LOG FROM......._ ................FT. FROM -------- -----------FT. TO..... .::........rT....- L 4 .. ..... FT. TO........... FROM_ . ........... FT. TO j.. . ... ......... ............ ......... FT ....................................... FROM. .............. FT. TO ....... . ............ FT. ....................... P. 0. Box `'5 5829 Seward Highway Anchorage, Alaska 99502 ----- 0 -- Telerhone 344-5939 Aneltorage, Alaska 99501 OWNER OF LAND.... ......... a.- ............... . ............ ... ... ...... ........ ................ DfP"11 Or- SELL........ .............................. ........ .......... .................. ---------- .................... I .................. FROM........... 0.) 12.YT_ ... .... ..... ........................ F R oml. ......... STATIC LEVEL OF WATER FT ............ -------------------�: . . .................. ADDRESS------ .............. _ ---------------`--•-- --------- - ------------------ --------- DOWN FT ... WELL—SITE .......... /_�_ .... ............ ................... FROM_L`/` ... .................................................................... .... ........................ FR011........-._......_._Y r TO GALS. HR ........... .. .......................... ............... ........ I ..... ........ DATE—STARTED .... -:-..,..1.' ............. . ........ ......................................... FROM............._......_.FT. TO .......................... /'7 KIND OF CASING. . ...... ...... ��....."'�_!� ...... ........... DATE—ENPED. .... ........ .. ... .... ... ...... ..... ................. KIND OF FORMATION: :17 FRONT........:.............FT. TO..........._...........FT....:::..:.:....... - ....... FROM......._ ................FT. FROM -------- -----------FT. TO..... .::........rT....- FROM..;. .... ...... .. ..... FT. TO........... FROM_ . ........... FT. TO j.. . ... ......... ............ ......... FT ....................................... FROM. .............. FT. TO ....... . ............ FT. ....................... .... .......... . ....... ----- 0 -- FROM.,.... ............FT. TO.] ... , .............. .. ... ........ ... . . ..... .................... I .................. FROM........... 0.) 12.YT_ ... .... ..... ........................ F R oml. ......... FT. TO ........ ...... 2 ---------- ... ...... Fr. . .... J-- .............. ... 7. FROM_L`/` ... FT. TO.'�.'� ................FT...` ... ................. FR011........-._......_._Y FROM. ............._.__...FT. TO__ ..................... FT...._ ............................ ... . FROM......._ ................FT. TO........._.....-- ......F"r.......................... FROM..;. .... ...... .. ..... FT. TO........... - -----...FT............................... . FROM.......................... FT. TO .......................... FT ....................................... FROM......._ ........... ... FT. TO. ..... ' ............FT............... k .............. ...... MISCL. INFORMATION: FROM.............. ........... FT. TO ... ..................... FT ........... ........... ............ FROM....... ...... ........... FT. TO....... 7—a ...... FT ........... . ............. . ........ FROM.. . . .................. FT. TO........70. Qu ..... FT. ._ --------- ... ........ ....... FROM__ 7-0 Tf Ztn . .. l� I ... ............ .... ....... .......... . ....... ----- 0 -- FROM............ . ........PF TO......... .................... I .................. FROM........... 0.) 12.YT_ ... .... ..... ........................ FROM....._ IVV -0 0-1 FT.......... - ......................... .............. ... 7. FROM____ .. ............... FT. TO .. ............. ......... FT ...... .. . ......... ... .... FR011........-._......_._Y r TO ......... FT-- ---------- I ...................... FRO'M ....... ... ....... .. FT. TO.._.... ...................FT.......................... .......— FROM............._......_.FT. TO .......................... FT ......... .... ......................... FROM... ................... . FT. TO .......... ....... � _ FT . ....................................... D"ILLLR*S \.1 IL -------- .......... ... .... -------- ------------ - u GRED R ANCHORAGE AREA BOR( 'GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 SEEPAGE PIT: NUMBER OF PITS / DIAMETER OR WIDTH, LENGTH_�), DEPTH z Q LINING MATERIAL CRIB SIZE: DIAMETER —DEPTH-&-- DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATION , NEAREST LOT LINE . ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: __� ��AA II TYPE Pi1' _CONSTRUCTION 4Vf DEPTH z 49 DISTANCE FROM: SEPTICBUILDING NEAREST NEAREST SEEPAGE FOUNDATION—,LOT LINE—,SEWER LINE TANK�/ SYSTEMZS / CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMA DISTANCES: INSTALLED BY: eQaT c�4fyw l PIPE MATERIAL: Q 1645 LOT SLOPE: REMARKS: See 14'el, � Sl I C' V; co -r S ? r – I n S1 -Pc Form No. EQ -031 q' DIAGRAM OF SYSTEM' - I o DATE Cr_L� Irv' I o�d I APPROVED G.A.A.B. INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME / N MAILING ADDRESS_' %S^3 5X-4 PHONE LOCATION%�l//y LEGAL DESCRIPTION / 3 v �[ / I I ✓i1 rl2 P� (/!//S �/� SEPTIC TANK: DISTANCE/ FROM WELL �� MANUFACTURER 6V'P'e� MATERIAL PP NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY ZSa GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER OR WIDTH, LENGTH_�), DEPTH z Q LINING MATERIAL CRIB SIZE: DIAMETER —DEPTH-&-- DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATION , NEAREST LOT LINE . ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: __� ��AA II TYPE Pi1' _CONSTRUCTION 4Vf DEPTH z 49 DISTANCE FROM: SEPTICBUILDING NEAREST NEAREST SEEPAGE FOUNDATION—,LOT LINE—,SEWER LINE TANK�/ SYSTEMZS / CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMA DISTANCES: INSTALLED BY: eQaT c�4fyw l PIPE MATERIAL: Q 1645 LOT SLOPE: REMARKS: See 14'el, � Sl I C' V; co -r S ? r – I n S1 -Pc Form No. EQ -031 q' DIAGRAM OF SYSTEM' - I o DATE Cr_L� Irv' I o�d I APPROVED G.A.A.B. GRES& ..R ANCHORAG,,-7 Am--A FW[Wo call_ DEPARTMENT CIE UNVIRONMTAY OtiAl.1-Y 3330 RIZE I ANCHORA(,ENL, ALAS1',A 991503 TELEPHOIlr 2711-45bI SEWAGE DISPOSAL SITTEM APPLIC AF11101 at 14 D KPIAT NAME OF APPLICANT MAILIN(- APDT?i -------- PHON�: 1149T4lTITION 10(-AlION LEGAL DESCMI'TION ------ — ----- INSTALLATION OF: FZEP1IC TANK SEEPAGE DRAIN r!I-LE, -------- oTH I. ri TYPE AND SSE OF FACILIEY TO M. SERVED FINANCED THROUGH TO BE INSTALLED BY S 1r Vr SOH. TEST REE'JLTS _J NOW: T1 NMIT tZ, NOT VALP3 W11'HOU'r T:_r �Zw;,11:31JTICN EAT,- A�:T;�;:EL,17D A 24 HOUR NOTICT REQUIRED, DACKFILLIN OF ANY SYSTEM WITHr-WT F:JiIAI- INFAII_CTION D)' 1111% DEPAWrNIENT Or ENVIRONMENTAL QUALITY AUTHORITY WILL 01 SUnWCT TANK SILT' TYPE .171 5771 IC Y....j_,nhWVEPA0IT ARCA n "L7. NIVVY 14UM 1115TAW;V_0. RCRUIREMIENTS 01AG;,)AM I U1,1 NDA I ION To ;OPTIC TANK F 11RAIN FIrLD OUNDMION TO SEEPAGE PIT --- ------ �FKnC TANK TO U107PAGIT PITWALL. SE-111C TANKFF-EFIAGF. PIT DRAIN EILLD _'J .. ..... 10 1-41 ANEST LnT LINI:. WELL 10 ',1 PTI( 1 ANi' ._ _//Y.'L V P AG E PIT DRAIN FIfILI) ALSO CONSIDFR ARFA WELLS. "Al I -- -- --- -- _f? �;,'N SE"AC TANK SEEPAGE PIT k '4POG TAINK, ...... SEEPAGE PIT DRAIN FIELD -------- -- 0 -K, L" KE, S-fill AM. If I j lc()N INTO AND 0,0 OF SEPTIC TANK AND INTO CR.0 CROSSING GAP OF !V AVA'110;1; ELF INTO UNDII;�URBEU�Oil_. CAF�l IRON SIPHON P1P.'_C ON SEPTIC TANK AND SEEPAGE M, 4. 1 1: 1 AI RTC 1i F 12 LM OVA I i L 1. C AFS 11 'i ,:1 BOHOUIH REGULATIONS REGARDING INSI 11.1ATION. -I G.A.A.L1. or, "cummAj OKWONUI. %jI'jTj;rj (!DtkvMVNIS Crr URLAI,k u ;H , Nr,cr 1, P3 t, i,:'\'r 't I t li(.Wl ]k Willi L.AID COUC, T'. 'JGNATIWL: 9 n Z-4 r"' , I I I , 1 (1 T. H. 1 -0-1-7.�. �.--- '�o :j Silty Sandy Gravel (GM) .0.0, Silt, Tract to Some Sand and Gravel (MI.) •o' o° D •o 6'0. ° Sand, Trace Gravel (SP) .° :.j Silty Sand, Trace Gravel (SM) o. Cr o'. °0 D. Sand, Trace Gravel (SP) •o D •0 0 No Water Table J 0.0' 1.0' 4.5' 7.5' \L�Q 13.5' T.D. NOTE: Test hole excavated with tractor -mounted backhoe. Engineering BaGeologicol Consultants KIRK BRELSFORD PROPERTY w ANCMORAOE PAIRBANK9 ALASKA JUNEAV I�nG �I� T�'S j, H(]i•t• !1 Anchorage Alaska DATE10-1-73 SCALE I"=2' DWN BY J RS' CHKO BY W(iD PROJ. NO. 36677 IDWO No. A-01 D,k_HLY 9�5,3;_LNNG LOG AUIL77 D-RULIUNNG C*440� 5829 Seward Highway P. O. Box 275 Anchorage, Alaska 99502 Teter' one 344-5939 Anchorage, AL-ska 99501 OWNER OF LAND 7!� ---- -- a. ................. DEPTH Or WELL. ........................ ....... ----- ---- ----------- - --- ----------- ........ .......... 1-7 FRO <i TO ADDRESS...------ -- .................. -------- ------------ -- ----- --------------------- -- -- ---------------------- STATIC LEVEL OF WATER FT. ---........C:. • �............. ...... -- ------------ ------------- / - WELL -SITE..... ---- -------------- X, / . - / -, �Z' __�;/ ------------------ DIRAW DOWN FT .................................................................... DATE—STARTED ---- ............ - ------ I ...... I -- ----------- ...... .... GALS. PER HR. ......: -":..:..-. ......... --------------------- I ........................................ . FT ----------- ................... KIND OF CASING_ . - .................. ............................ DATE—ENDED ...... FROM_.._............----- ....... -------------- ....... ... ------- ------ ----- FROM._...;.__.._....FT. KIND OF FORMATION: FROM_ ..... _....FT. TO ...... ... .............. . FrOM ... --------- --- .... FT. TO_ ........ . ...... FT....... .......... .... ... ......... 1-7 FRO <i TO FROM..... _ ------- ...... FT. TO.............. --------- FT_....-.-------------- ------ ------ ...................FT. FROM... ... FT. TOj ....... ... ........ FT..� --------- ......... FT. YO ...... .................... ... FT ----------- ................... FROM_LL................FT. ... TO....... .. .. ......... FT _.'� ........... .... FROM_.._............----- ....... -------------- .............. - FT. TO ... ... .... F-..-.. .... .. . .. ... .......... . FROM._...;.__.._....FT. TO, ft� .. . ......... -- - - ----- ... .-T. F RO..........._..........FT. TO ... --------- I i'.......... ............................. FROM ------- FT. TO_'_.2____�.......... .. ...... FT.... ... FRO'31_ ............... ..... FT. ...... .......... FT ...... ... ..... ........................ FROM....._.. FT. "O- 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...... - ----N__.... MISCL. ----N -----MISCL. INFORMATION: FROM_ -------- __ ..... __ -FT. TO.......... -............FT ......... ............... ........ FRO31..... ...... ---------- -- FT. TO_._...................FT................................. FRO51.... ........ ....... _FT. TO..........- ... ...... FT-- -..._.. .. FROM......_........_..... FT. TO......... _........ FT--------- ----- --------- ............... FROM... ................... .. FT. TO._........_.............FT_................. ..................... Dr.ILLLR'S ":Z DEPT. OF ENVIRONMENTAL. CONSERVATION June 4, 1974. SOUTHCENTRAL REGIONAL OFFICE ix j, ., i. l V 1+!' jury ,a IV obi ogenTea ANCHo°r.;tiilf C ceTru 0 "M p4PL OP eNV�r Mr. Lynn Coad Sanitarian Dept. of Environmental Quality Greater Anchorage Area Borough 3330 C. Street Anchorage, Alaska 99503 SUBJECT: Lot 3, Blk I -Fireweed Hill Subdivision Dear Mr. Coad: WiLLIAMA EGAN, GOVERNOR 338OFNALISTREET MACKAY BUI L GING— ROOM 850 ANCHORAGE99507 We have reviewed your letter of April 24, 1974 and the attached information regarding the well and waste disposal system on this lot. It is the opinion of this office that the solution as you propose it is satisfactory and we have no objection to the procedure as outlined in your letter. Please excuse the tardy reply. Yours truly, KKyl'h )Cherryy, Pt. Regional Environmental Engineer i,pri 1 24, 1174 Kyle Cherry Alaska Departi nt of Environmental Conservation Room &:;%, t,acKay Building 338 Denali AnOorage, Alaska SUBJECT: Lot J. Block 1, r"ireweed Hill Subdivision Dear i•fr. CNerry: This letter and tt►e uncloscd inforr,►ation is wing sent to you for ;your consideration for a waiver of the 11"0 foot .cell distance from Uku aoll to the sewer system. The well on the subject lot was drillej in October of 1171. The sewer system was installed in April of tis year. TE►c -. .�:1-11 Is located on the nigh point of Vie lot and is <i; fret acep. Thl +ell casing extenus tnrougn two layers of clay before reaching tiie water aquifer. The sewer system is setting in average type soil anu is �7 foot from the well casing. As You can see from t`►e enclosed diagram, there is no other place to place either the well or the sewer to l q.rove tiia ;ieil distance situation either from its owu well or fron neignboring wells and sewers. Taking all factors into consideration this department sees no neapA hazard created by this situation and will be ab]c: to approve this as is pending concurrence in writing from your department. If you have any questions regarding this matter, ^ls:ase do not icsitatc to contact this office. Sincerely. Lynn S. Coad Sanitarian lw Lnc. 0 47. R&M ENG, .4EERING & GEOLOGIC, .L CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 -�— TELEPHONE 907-279-0483 TELEX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E. - - RALPH R. MIGLIACCIO MALCOLM A. MENZIES, P.E., L.S. Engineering Geologist JAMES H. WELLMAN, P.E. October 3, 1973 Rappe Excavation 8001 Arctic Boulevard Anchorage, Alaska 99503 Off 19» M AM 36677 G(,pR9AiER ANCVJ0RAGE l, F]F FNIvlQoNM,,NILA ()yC) €'H Re: Test Hole and Soil Log Report for Sanitary System, Lot 3, Block 1, Fireweed Hills Subdivision Dear Mr. Rappe: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of October 1, 1973, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 3 area for the purpose of defining general subsurface soil conditions for the proposed sani- tary system. Excavation was accomplished with a tractor -mounted backhoe and the test hole was extended to a total depth of 13.5 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEE/RRINNGG & GEOLOGICAL CONSULTANTS /I James W. Rooney JWR:ph / xc : GAAB 1/ ANCHORAGE FAIRBANKS JUNEAU MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date__._.—_--_._ 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) 40'r 3 __&ea / j:;IxelJu-b� I-Ilu-s '/ 77L2',-,' ,�3,J sc�c , / Location (address or directions) A05,0/ Glc✓,. 57ee&l ST (b) Applicant Name K/PK Telephone: Home / Business Applicant Address /090/ L/✓/,J(jf'%n% S'T /I/�f 141-,t, 'V'F-5 (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution _— Telephone --_—_— _ Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single-FarnilyX Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well" Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank Cl Note: If communitywell system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 12 02, (1 1,84) `3 Z/ �i,Ceh/cWJ 117" 5 Ya 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is sate, 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm — A6 -e5 Telephone Address �� ' f3 r fl!%%� Z Date 6. DHEP APPROVA(,(/ Approved for ��,`(((' bedrooms ?d -- Approved , Disappro Terms of Conditional Approval Condi CAUTION te fn The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 79-0P$ (I I; I) MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) a� 1 S HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 RECEIVED ECEIVE D Legal Descrip ion: "773 &04e / 0519rA4-W) Ilf4.G5 a T/s.✓ Z_NJ fry z/ A. WELL DATA Well Classification If A, B, C, D.E.C. Approved (Y/N) ^' Well Log Presen Y ) Date Completed Aa -/7-7/ Yield �� e7 P/1 ,J/rt Total Depth Casedto Depth of Grouting Static Water Level /Sj:q Pump Set At A)IA Casing Height Above Ground / Sanitary Seal on Casing Y N) Electrical Wiring in Conduit/ 1 N) Depression Around Wellhead (Y/N)J Separation Distances from Well: To Septic/Holding Tank on Lot *7� On Adjoining Lots 7t To Nearest Edge of Absorption Field on Lot �Q� 9 P ; On Adjoining Lots /Oy 't To Nearest Public Sewer Line_WI To Nearest Public Sewer Cleanout/Manhole AW To Nearest Sewer Service Line on Lot Water Sample Collected by /&80 _l?dE ; Date 3-ZJr'_Jf4 Water Sample Test Results fArif! e7ge I Comments 0 Alai- i2"J 7wi- J -14 Z'6 . SEe- ",404) A* 11 P I%H OFC 6-11-7'f. B. SEPTIC/HOLDING TANK DATA Date Installed G'G'7� Size 44d Q*4- No. of Compartments Standpipe (Y N) //�� Air -tight Caps (Y ) Foundation Cleanout Y/ ) Depression over Tank (Y& Date Last Pumped Pumping/Maintenance Contract on File (Y/N) WIA ;for Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well To Building Foundation A0 To Property Line ZD To Disposal Field /V/Aox- /q/ To Water Main/Service Line Course Comments Page 1 of 2 72-026(11/84) To Stream, Pond, Lake, or Major Drainage e-3 31 64wevb *45 s/D C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Sof Type of System Design _�^' d Date Installed /1-Ig 8 Lenth of Field 78'/ Width of Field Square Feet of Absorption Area Depression over Field (Yo— Results of Last Adequacy Test Depth of Field J Gravel Bed Thickness f" �S�oo ls! Standpipes Presen (Y ) Date of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well %01 To Property Line To Building Foundation L`/- To Existing or Abandoned System on Lot 10/40• /% ; On Adjoining Lots To Water Main/Service Line /'f To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area 79 -WA -la NAIAE`Je WOVW /44 lbl'*0 Comments /N561`1 -g D. LIFT STATION 4 Date Installe Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments 7�✓iI e� OK -CR T,asOW- Dimensions Manhole/Access (Y/N) "Pump Off" Level at ** Check Permitted Bedroom Rating Against HAA Request ** Vent(Y/N) Cycles during Adequacy Test. Meets MOA I certify that I ha ch ked, v rified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed �'� Date Company �rMOA No. Receipt No. a 71� Date of Payment 11_1s_16Q Amount: $ 4MF Page 2 of 2 72-026 (11/84) .... r.:..,s. IFRO REID, JR. C - 2251 pq � �ICSS r��4`•/ Seal 60133 ALASKA L-1 ,OIROmnik COnTROL %-,jIUS, IN. 6n9ineerinq & 6nuironmental Studies APRIL 15 1986 KIRK BRELSFCRD SELLER—SAVE WILL PICC UP FROM CUR OFFICE 10901 LIVI%STON STREET ANCHCRAGE ALASKA 99516 LECAL:FIREWEED SUBD/BLOCK 1/LOT 3 FLOW TEST ON WELL WELL FLOW DATE—M19RCH 28 1986 A FLOW TEST WAS PERFCRIVED ON THE WELL. 482 GALLONS OF WATER WAS PUMPED AT A RATE CF 4 GPM OVER A DURATION CF 2 HOURS. THE DRAWDOWN WA5 30.7 ' WITH A REODVERY TIME CF 40 MINUTES AND THE STATIC WATER LEVEL WAS 153.9 FEET. THE WELL IS ADEQUATE FCR THIS 4 BEDROOM HJvE. 1200 West 33rd Auenue. Suite a • Anchorage, Alaska 99503o(907) 561-5040 U, 1 St MUNICIPALITY OF ANCHORAGE DEPARTMENT _F HEALTH AND ENVIRONMENTAL PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 / a-161 ( � Date Received: March 11, 1977 rn' q„ c y u 6.Time Date Inspector 2nd Inspection: Time / /; ry-)jQM. 19 IKo y Date stn! -77 .mom✓! . �Z-aa-77 Inspector �! ,REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FAC".ITITIES ��s ciao 1. .Lending Institution Request: Alaska Mutual Savings Bank- Mailing Address: Post Office Box 1120 99510 Phone: ,c 2. Property Owner: Kirk/Mark Brelsford Phone: 344-51.72 Mailing Address; Star Route A Box 1753 �n �g' 3. Legal Description: Lot 3 Block 1 FireweeclASubdivision - 4. Single Family Residence: ( ) Number of Bedrooms: _C'�_37 01 X Multiple Family Residence: ( ) Number of Bedrooms: __ r 5. Well Data: Type Individual Depth Wil' Well Log Filed Construction Bacterial Analysis 6. Sewage Disposal System: system 36c>d Public Utility � ( ) Permit # fInstailed IIns•taller oroa �ri ��ms. Septic Tank Size _ I�IaC,n Manufacturer Absorption Area g,C)Lj . Soils Rate &0 Material - �l I 7. Distances: Well to Septic Tank to Absorption Area e to Sewer Lines 0 Nearest Lot Line—/,7/ Absorption Area to Nearest Lot Line I GREATER ANCHORAGE AREA �L Department of Environmen %aIc$�0 "C" St., Anchorage, Alaska .,:i leCT1014 ENVIeoNMrr...... ; SHF�YL G. SMITH MOF E LOAN DEPARTMENT ALASKA MUTUAL SAVINGS BANK 5TH & F STREET DOX 1120 ANCHORAGE, ALASKA 99510 0(7 REQUEST FOR APPROVAL 11 �� INDIVIDUAL SEWER $ WATER TELEPHONE 907 274-3561 FF w�v 1. 7 Sf"Inspeection: CMRO VA FHA CONV x 2. Property Owner: Kirk & Mark Brelsford Mailing Address: NHN Livingston Day Phone 344-5172 A. Box 1.753) Name of Buyer: -0- Mailing Address: —o— Day Phone Name of Lending Institution: Alaska Mutual savings Rank Mailing Address: P. o Box 1120 Phone ;_-7_77 Name of Realtor or Agent: Mary �Se11s ` I IC1�(INN Mailing Address: 724 E. 15th Ave. whone 272-0571 0 4. 0 N 7 a Legal Description: Location: Lot 3, Blk. 1 Fireweed Subd. Type of Facility to be inspected: 3 No. Bdrms. Water Supply Type of Supply: Public Utility Individual X If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility Individual (on-site) x If Individual, date of installation EQ -037 (1/74) Page Two Department of health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 3 Block 1 Fireweed Subdivision Comments: Affadavit Attached: (:) Letter Attached: ( ) Approved: ��t�Date: Disapproved: Date: Department Worksheet: 167 "ll 0 3 XG� GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received April 26, 1976 Time of Inspection in:,,' . Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Alaska Mutual Savings Bank Mailing Address: Post Office Box 1120, 99510 Phone: 274-3561 2. Property Owner: Kirk & Mark Bresiford Phone: 344-5172 Mailing Address: Box 1753 3. Legal Description: Lot 3 Block 1 Fireweed Hills Subdivision 4. Location: NHN Livingston Road 5. Type of facility to be inspected Single Family No. of bedrooms 2 6. Well Data: Individual A. Type B. Depth C. Construction D. Bacterial Analysis 7. Sewage Disposal System: On—site system A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages MUNICIPALITY OF ANCHORAG: UF.PI. OF W-ilill n: ENVIRONNiCNTAI. N'(`ICCTION GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-p�4g6OR ! 191' REQUEST FOR APPROVAL OF Pk E C. E IV k 0 - INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONV X� 2. Property Owner: Kirk & Mark Breslford Mailing Address: Box 1753 Day Ph one 344-5172 3. Name of Buyer: N/A Mailing Address: N/A Day Phone 4. Name of Lending Institution: Alaska Mutaul savings Bank Mailing Address: P. 0. Box 1120 Phone 274-3561 5. Name of Realtor or Agent: N/A Mailing Address: N/A Phone N/A 6. Legal Description: Lot 3 Blk 1 Fireweed Hills Sffid_ Location: NHN Livingston Road 7. Type of Facility to be inspected: Single Family Home No. Bdrms. 2 8. Water Supply Type of Supply: Public Utility Individual x If Individual, number of dwellings presently served ? If Individual, depth of well ? 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) X If Individual, date of installation ? EQ -037 (1/74) Page 2 of two pages - Re st for Approval of Individual . er & Water Facilities Legal Description Comments Lot 3 Block 1 Fireweed Hills Subdivision Approved�i Disapproved Date S=6 � 76 Appr 1,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date