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Home My WebLink AboutPAINE LT 2Onsite File Paine Lot 2 #020-161-04 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://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP231282 Work Type: WellSeptic Renewal Tax Code Number: 02016104000 Site Legal Address: PAINE LT 2 G:3441 Site Mailing Address: 8460 PAINE RD, Anchorage Owner: BURNHAM REVOCABLE TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 66 1 �o��lcnt ' J DeI)artin ent 9/13/2023 9/12/2024 57500 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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 existing well is to be decommissioned and a new well drilled. A decommissioning log shall be submitted to close out this permit. Received By: f S 5 U r c -/v Oa -C c - Issued By: Date: Date: J (3 20 z- 4 � it �% � /t = ' '� 1MU�JO� PAUTY ®F AHC ®RAGE t. Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-161-04 Property owner(s) Joe Burnham Day phone 907-223-7228 Mailing address 1120 E Huffman Rd, Anchorage, AK 99515 Site address 8460 Paine Rd Legal description (Sub'd., Block & Lot) Paine, Lot 2 Legal description (Township, Range & Section) Lot Size 57,500 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 AD U) Septic Tank MUpgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ X Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X 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. (Signature of property owner or authorized agent) Permit/Rush Fees: SI cl 4- 0257 Waiver Fees: Date of Payment: �� 2 S 1-4o 2-3 Date of Payment: Receipt Number: 0 `1 I C,),-/ o �V,`�eceipt Number: Permit No. 03317v/aiver No. Permit App_::- :- ,_.,:c MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Septic System Owner -installer Agreement The On -site Water and Wastewater Section (On -site) may issue an approval for a homeowner to perform work on an on -site wastewater disposal system to serve that individual's owner - occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1. The property owner and excavation equipment operator may perform work on no more than one owner -installation project in a 12-month period. 2. Owner's projected acti>6e involvqment with the installation: 3. The name of the excavation equipment operator: Ud e 4-c,t-4 �rt1• 4. 1 agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: .1 SG r/ vY �C'rz 6. 1 agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.070. c. Advance notice given to the On -site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7. 1 agree to have the project -specific On -site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8. 1 agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. As owner of (legal descripf on) 6N_5-6 U I-,c c > A r,/ - I agree that the information above is true and accurate. Owner's printed name: &_, Zt t, August 24, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Paine, Lot 2 – 8460 Paine Rd Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to upgrade a 4-bedroom home on the property. The property has had an approved permit renewed for several years now; we would like to renew the permit with a change order. The desired locations for the well and septic system upgrades have changed. The existing well on the lot will be decommissioned in accordance with MOA Code and a new well drilled. The septic system which was constructed on the lot in 1981 will also be decommissioned. The attached site plan identifies the location of the home and the existing well and septic system. The proposed well and septic location and alternate site are also shown. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot originally sloped moderately to the north at grades from 20% to 30% with slopes greater than 25% within 50’ downslope. However, those slopes are less than 10’ high before leveling out slightly. The absorption trenches have been designed to meet the steep slope provisions of the Municipal Code. Field inspections have verified that no slopes greater than 46% are found within 100’ of the proposed septic system. Ground surface contours taken prior to the excavation work are shown on the site plan indicating the grade and direction of flow. Storm water drainage will not impact this septic system. The new trenches will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is a Category III Treatment System and is located near the test hole more than 50’ from the existing well. Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231282, Curtis Townsend, 09/13/23 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND FEET 0 50 100 SEPTIC PLAN 8/22/23 PAINE, LOT 2 NOTE: SLOPES >25% ARE WITHIN 50' OF THE ABSORPTION TRENCH, BUT SLOPES ARE SHORT SECTIONS AND DESIGN MEETS THE STEEP SLOPE CRITERIA. NO SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. TH1 PAINE ROAD DECOMMISSION EXISTING WELL PER MOA CODE 2x 60' LONG x 5' WIDE x 3' EFFECTIVE DEPTH ABSORPTION TRENCH 1,250 GALLON SEPTIC TANK w/20" MANWAY. ALTERNATE SITE: CAT III 25' LONG x 5' WIDE x 3' EFFECTIVE DEPTH ABSORPTION TRENCH APP RATE - 3 GPD/SF CO 2CO FOUR BEDROOM HOME FCO MT CO 1535 1530 1525 1540 1545 1550 EXISTING SEPTIC TANK PLACED IN 1981 PER MOA DOCUMENTATION. DECOMMISSION PER U.P.C. DECOMMISSION EXISTING ABSORPTION TRENCH PLACED IN 1981 PER MOA DOCUMENTATION PROPOSED WELL CO MT CO FS TH2 UNDEVELOPED MTMT ROAD ACCESS TO BE REMOVED Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231282, Curtis Townsend, 09/13/23 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 8/22/23 PAINE LOT 2 DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 16.6 MIN/IN APPLICATION RATE: 0.6 GPD/SF 5-WIDE TRENCH SYSTEM 1,250 GALLON SEPTIC TANK 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 1'-6" 3' BOTTOM OF TRENCH: 5' BELOW GRADE FLOW LINE ELEVATION: 2' BELOW GRADE 600 GPD / 0.6 GPD/SF / 5' WIDE * 0.58 RED FACTOR (3' DEEP) = 116.7 LF RENCH REQUIRED (120 LF SPECIFIED) GEOTEXTILE FABRIC ADD ADDITIONAL FILL TO ENSURE MINIMUM COVER AFTER SETTLEMENT INSULATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231282, Curtis Townsend, 09/13/23 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 2 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 16.6 7/26 1 2 3 4 5 6GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO PAINE LOT 2 7/26/23 020-161-04 JOE BURNHAM 3:01 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER TECHNICIAN: M. Jakubisin - DRY 8/2/23 COMMENTS: SITE PLAN 2 10 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 30 30 1 14 16 1 13 16 7 10 165 5 5 6 14 16 6 13 16 8/22/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231282, Curtis Townsend, 09/13/23 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:l/www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221003 Work Type: WellSeptic Renewal Tax Code Number: 02016104000 Site Legal Address: PAINE LT 2 G:3441 Site Mailing Address: 8460 PAINE RD, Anchorage Owner: BURNHAM REVOCABLE TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: �,cnt S G 1 a n eparttnttit Lot Size in Sq Ft: Total Bedrooms: 1/7/2022 1/7/2023 57500 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy 0 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 (2417). 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 -710 r.. Special Provisions: The existing well is to be decommissioned and a new well drilled. A decommissioning log shall be submitted to close out this permit. Veronica Pope GE 2022.01.07 Received By: ° ° 11:23:14 -09'00' Issued By: 6LV� Date: Date: 7 •2 �.� 4 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 9 7-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. �J Z'U �40 Property owner(s) 6 �-� �� Day phone l �J Z 23`7 Z2`3 Mailing address 1 /'Z1 �l`�N.�`/,�in�5� Site address V L Legal description (Sub'd., Block & Lot) A `. Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: (® all that apply) APPLICATION IS AN: TYPE OF DWELLING: Family Absorption. Field [r< Initial ElSingle (SF) (w/wo ADU) Septic Tank Upgrade ❑ Duplex (p) El Tank El Renewal Multiple Dwellings F-1Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. 1 further certify that this is in accordance with applicable Municipal Codes. A (Signature of proper owner or authorized agent) Permit/Rush Fees: y y Date of Payment: ZA�Z 1 Receipt Number: 2.6602,7 Permit No. 0 5/o.? :2 100 3 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc DATE: Wednesday, December 29, 2021 TO: Deb Wockenfuss FROM: Benjamin Schiller, P.E. SUBJECT: Paine L2- 8460 Paine Rd. Septic System Permit The septic system for Paine L2 was originally designed and permitted in September 2020. The permit has now expired. We have recently made a site visit to see what has changed on this and neighboring properties. No development has been completed on this or surrounding lots since the . . original permit was issued. Conditions in the area remain the same as described in the original design and permit application. We therefore recommend the permit be extended for another year. 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://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP201184 Work Type: WellSeptic Upgrade Tax Code Number: 02016104000 Site Legal Address: PAINE LT 2 G:3441 Site Mailing Address: 8460 PAINE RD, Anchorage Owner: BURNHAM JOE Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: — A,ent Is, 0 n Department 9/15/2020 9/15/2021 57500 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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 j Special Provisions: The existing well is to be decommissioned and a new well drilled. A decommissioning log I shall be submitted to close out this permit. L- 0 Received By: Date: Issued By: Canj�_B Date: iO Q 7,= D --- 1 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-161-04 Property owner(s) Joe Burnham Day phone 223-7228 Mailing address 1120 E. Huffman Road Anchorage, AK 99515 Site address 8460 Paine Road Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Paine, Lot 2 Legal description (Township, Range & Section) Lot Size 57,500 Sq. Ft. Number of Bedrooms FoW- 0) - CO # APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field N Initial N Single Family (SF) ❑X (w/wo ADU) Septic Tank 19Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Com 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. f � (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: �' r Date of Payment: iD� �g�� Date of Payment: Receipt Number: (3j. (a Receipt Number: i d Permit No. Waiver No. 0 �C # (CIO \j ID -1-)) to�2$��.vaa Permit App_-'-:- :'-.,'C, COVID-19 a 1505D ?570 DISCOUNT APPLIED 0a a yb .EI W October 26, 2020 MOA Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Subject: Paine, Lot 2 — 8460 Paine Road Septic System Design Dear On -Site Services Engineer: The owner of the above lot intends to upgrade a 4 -bedroom home on the property. We are submitting this application for a permit to constrict a new septic system to serve the home. The existing well on the lot will be decommissioned in accordance with M.O.A. Code and a new well constructed. The septic system which was constructed on the lot in 1981 will also be decommissioned. The attached site plan identifies the location of the home and the existing well and septic system. The proposed well and septic location and alternate site are also shown. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot originally sloped moderately to the north at grades from 20% to 30% with slopes greater than 25% within 50' downslope. The absorption trenches have been designed to meet the steep slope provisions of the Municipal Code. Field inspections have verified that no slopes greater than 46% are found within 100' of the proposed septic system. Substantial grading has taken place on the lot and the area for the new septic system is now virtually flat. The test hole was placed after grading had occurred and is representative of current subsurface conditions. It does not cover the entire absorption system with its 30' radius. A new test hole will be completed prior to construction to verify the lack of bedrock or impermeable soil layers and to confirm design parameters. The alternate site which is a Category III Treatment System is placed near the test hole and more than 50' from the existing well. Ground surface contours taken prior to the excavation work are shown on the site plan indicating the grade and direction of flow. Storm water drainage will not impact this septic system. The new trenches will be constructed parallel to the slope as much as possible. C,0-41 Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all wells and surface water, and more than 5' away from the septic tank. The alternate site is located more than 14' away. Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, 1 ............... ..• •:; '49th ®� �......." � � MICHAELE. tP:DEft�ON � E, , '• V a. CE -4381 '<`nr•.,10/26/2Q,.oti�`� Michael E. Anderson, P.E. PAI NE, LOT 2 C,o -,�- A EXISTING ABSORPTION TRENCK15LACED IN 1981 -PZ -R WA DOCUME ATION. REMOVE IN ITS =4F--L-ESS THAN 14'FROM NEW BACKFftL- TRV. WITH __ID IN SITU MATERIAL.EN5-AINE ROAD\\ 7---� X4SPLACEDZIG SEPTIC TANK PLACED -fN —szsC5 DECOMMISSION 1 PEFiMOA--DOC-iJ9EN—TATION. E _DECOMMISSION PER U.P.C. 230- 30.w- — 2-36LO '3'Wlf)E EECTIVE D CQ. - SOIiPT107q-TREN MT PROPdS-E-bJlELL co co TH1 MT. co 2CO 1AH F DECOMMISSPN- EXISTING WELL PER 0 MOA CODE, U') 2-,, C-4 FOUR BEDROOM 1,250 GALLON SEPTIC 0 Z TAN-kw,/20"MANWAY. (n LOT4 ALTERNATE SITE: CA-T-E-G-QRY III -SYS-TEM-w/15'LONG x 3'WIDEf-x-71 — EFFECTIVE DEPT`I+AB-SORPTION TRJENCH. APP. RATE - 3 GPOtSF-.' 150' Lo F2-,-- ---i57�500 S.F. WEST 230.00 tcx QT -3 - SLOPES >25% ARE -WIC FM-50'--QF-IHE ABSORPTION TRENCH. -TR ; — HAS BEEN DESIGNED TO MEET THE STEEP SLOPE PSOVISIONS OF fH-E--CC-DE-+9)-S.URFACE WATER WITHIN 100' OF THE -P-RCPQSED SEPTIC SYSTEM OF 44;trpoo LEGEND ............ 9 ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS CO - CLEANOUT 4169 ... PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC 2CO - DOUBLE CLEANOUT old, SYSTEMS. 49th. FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE 0 50 100 MH - MANHOLE hIM OM FEET MT - MONITORING TUBE SV - SEPTIC VENT 1"=50' TH - TEST HOLE DESIGN FACTORS: 600 GPD PEAK FLOW PERK RATE: 18.4 MIN/IN APPLICATION RATE:.6 GPD/SF PAI N E, LOT 2 SYSTEM REQUIREMENTS: T DEEP TRENCH SYSTEM 1,250 GALLON SEPTIC TANK 600 GPD /.6 GPD/SF /7' EFF. DEPTH * 2 SIDES = 71.4 LF TRENCH REQUIRED (72 LF SPECIFIED) BOTTOM OF TRENCH: 10' BELOW GRADE FLOW LINE ELEVATION: 3' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE KTILE FABRIC RATED PVC (HOLES DOWN) _D ROCK TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY E N G I N E E R I N G MICHAEL E. ANDERSON No. CE -4381 10126120 ��O fROFESS\Qa®® LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 1 SLOPE SLOPE SITE PLAN DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) Paine Lot 2 8/27/19 L. Tidwell DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH?- 18.4 6 5 6 020-161-04 Joe Burnham 8/27/19 1 2 3 4 5 6 6 0 163:37 4:07 4:08 4:38 1' OB Professional Engineers Stamp: 6/22/20 NO NONE 9/4/19 SILTY GRAVEL (GM) 8 0 1630 6 0 16 30 6 0 16 7 10 1630 7 10 16 4:39 5:09 2 0 16 1 10 16 1 10 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201184, Rebecca Carroll, 09/15/20 HOUSE DETAIL Scale: 1" = 30' CONCRETE PAD CI0 -0� Ur RES �EN�E 4.5'x8.0' CANT PAINE ROAD PLOT PLAN ___ AS BUILT X_ SCALE _ 1 " __ 50__ GRID _ SW 3441 __ Project No. ____ 20=34f1A1---- 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 00000000 (907) 522-4625 Fax 0 o Professional Land Surveyors kenOlongsurvey.coma ionothanOlansurvev.com O 0 A I hereby certify that I have surveyed the following described property: LOT 2, PAINE SUBDIVISION (PLAT No. 65-179) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the �5� _ Day of --- --------- ------- at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. r'.LS-5202..' O a N� (4�ROFfSSIONAI• V*o ~.._~, 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 I []NEW iLEGAL DESCRIPTION ~ DISTANCE TO: Well Absorp~onarea Dwelling PERMIT.~ ~[[[ ~NO, ~ Z Manufacturer Material No. of compartments ~ ~ Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O Z ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation ~Nearest lot line PERMIT NO, ~ No. of lines / Leng., of ~. Total length of lines Trench wg¢ Distance ~2~n lines _ inches ~ ~ ~ Top of tile tbfinish~rad~ Material b~ tile / ~ inches Total effective absorption area Length Width Depth PERMIT NO. < ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foondation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS INSTALLER REMARKS APPROVED DATE LEGAL 72-013 (Rev. 3/78) MUNICIPALITY OF ANCHORAGE Department. ,." Health and Environmenta~ ?rotection 825 ~' Street, Anchorage, AK. 9'9501 264-4720 ~r~ ~~.\,~_?-Q * * * HANDWRITTEN PERMIT * * * ~-/~ WELL AND/OR ON-SITE SEWER PERMIT Applicant: ~-~_ J 1~ , /e ~ Location: Legal Description: L ~ ~o~ Type of Soil Absorption System Is: Trench: Drainfield: Ay Maximum Number of Bedrooms: ~ Mailing Address: Phone Number: _s_ AP / Lot Size: Seepage Bed: Soil Rating(sq.ft/br) Holding Tank: The Required Size of the Soil Absorption System Is: ' DEPTH ,~ LENGTH ~-o~_ GRAVEL DEPTH /~" WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = ?~C>~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED'* * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 $ 1 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 bedrooms. S igne~: ~~~-~J~_ Is sue~ by: ~ ~~~ Date: ,S,/~/ SWP/024 (1/81) MUNICIPALITY oF ANCHORAGE DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 ~3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS PERFORMED BY: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ~J' ~- O P E IF YES, AT WHAT DEPTH? ~) Gross Net Depth to Net Reading Date Time Time Water Drop / /~../¢_~/ 0. ~ D,~7 ~ ,, ,, 1o lO 0 .YI O.eC/ V " " / 0 I0 ~ . 7.3 -'~.0 7 0 0,3~ ~ "'" i0 /(.) 0,'~_3 ~9, o 7. PERCOLATION RATE / / (minutes/inch) TEST RUN BETWEEN ~ FT AND ~-' J~ FT 72-008 (6/79)