HomeMy WebLinkAboutNORTH SLOPE #2 BLK 5 LT 6North Slope #2 Block 5 Lot 6 #050-581-09 (Rev 05/02/?) Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241329 PID Number: 050-581-09 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: � New ❑ Upgrade Name Arctic Valley Construction ABSORPTION FIELD El Deep Trench 9Wide Trench El Bed El Mound Site Address 4156 Harca Street ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade Three(3) 1.2 GPD/SFJ 5.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot North Slope #2 5 6 Fill added above original grade 0.5 Ft. Gravel length 55 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Tank Absorption Field Lift Station Holding Sewer Total absorption area 385 Number of trenches One(1) Dist. between trenches N/A From Tank Line Ftl Ft. Well >100' >1 00' N/A N/A >25 TANK ❑� Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1,250 Gal. Surface Water >100' >1 00' N/A N/A Material Plastic(Shallow Burial) Number of compartments Two(2) Lot Line >5' >10' N/A N/A NA Foundation>10' >10' N/A N/A ManufactTATION Capacity Remarks Gal. Elec tailed by Alarm location PIPE MATERIAL House to tank D3034Tank to D3034 drainfield Installer Alex's Enterprises LLC Drainfield D3034 CO/MT D3034 Inspector M. Jakubisin BENCH MARK (Assumed elevation) 100 ft Inspection�s 10/3/24 10/3/24 Location and description dates: r 2 m th Bottom of siding a@ West Corner 3 4 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp ~ Conditional Approval: Date r qSl� i*049 TH ......... C..... Benjamin Schiller :� enl� Septic Syst12/23/24 A roved pp Date �' CE 12592 �`� l rliF�PROFESS����' No this approval does not include well permit requirements. \��IONP %_:N i!��� (Rev 05/02/?) // Benjamin Schiller CE 12592 R E G ISTEREDPROFE S S I O N 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 2CO TH#1 PERMIT # OSP241329 PID # 050-581-09 NORTH SLOPE #2, BLOCK 5 LOT 6 A B FCO 30.2 MH 38.1 SV 41.5 A B 2CO 45.8 CO1 19.2 MT1 20.2 CO2 74.8 4.0 22.9 27.6 33.0 39.5 41.3 80.4FEET 0 50 100 FCO H A R C A S T R E E T 3-BDRM HOME940 PLAN AS-BUILT 12/23/24 MT1 930 950 960 970 980 990 1000 10' UTILITY EASEMENT NEW 1000-GAL SEPTIC TANK W/ 20" MANWAY MT2 NEW 55' LONG x 5' WIDE, 2' EFFECTIVE DEPTH ABSORPTION TRENCH CO1 CO2 TH#2 ALTERNATE SITE CAT III 23' LONG x 5' WIDE, 0.5 EFFECTIVE DEPTH ABSORPTION TRENCH NEW WELL W/ 100' RADIUS MT2 75.381.8 MH SV STREAM 100' SETBACK FROM STREAM PROFILE AS-BUILT (NO SCALE) 93.3 88.3 93.9 98.0 FC O MH SV PERMIT # OSP241329 PID # 050-581-09 NORTH SLOPE #2, BLOCK 5 LOT 6 1250 GAL SEPTIC TANK 93.9 FINISH GRADE 55' DRAINFIELD ROCK MT 1 TH # 2 NO GROUNDWATER 6/13/24 88.4 90.4 CO 1 CO 2 82.4 88.4 90.4 93.4 ORIGINAL GRADE MT 2 2C O 93.2 Benjamin Schiller CE 12592R E GISTEREDPROFE S S I O N A L E N GINEER 12/23/24 2" FOAM INSULATION Pump Installation Log Arctic Pump & Well Inc . Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688 -2510 (907) 243 -2282 jim@arcticpump.com osp231202 05058109000 7/28/2023 North slope #2 B6 L5 6 5 Arctic Valley Construction 4605 E Palmer Wasilla Hwy wasilla AK 99654 8/26/2024 162 Franklin 10FRD05P4-2W230 153 PSI 12 Feet nl Well Drilling Permit Number: Parcel Identification Number: Date Of Issue: Legal Description Lot: Block: Property Owner Name Address: Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: u/k Yes Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. 5Y Wednesday, August 28, 2024 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Well Log Permit Number: #_____________ Date of Issue: ____________ Parcel Identification Number: __________________ Date Started: _________ Date Completed: _________ Is well located at approved permit location? Yes No Legal Description:_________________________________________________________________________ Property Owner Name & Address: _______________________________________ _______________________________________ _______________________________________ Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling air rotary cable tool Casing type: _________ Wall Thickness: inches Diameter: inches Depth: feet Liner Type: _________ Diameter: inches Depth: feet Casing stickup above ground: feet Static water level (from ground level): feet Pumping level: feet after hours pumping gpm Recovery Rate: gpm Method of Testing: _________ Well Intake Opening Type: Open End Open Hole Screened Start feet Stopped feet Perforations Start feet Stopped feet Grout Type: _________ Volume: _________ Depth: _________ Start feet Stopped feet Well Disinfected Upon Completion? Yes No Method of Disinfection: Comments: Well Driller: _____________________________ Company: _____________________________ Mailing Address: _____________________________ Water Sample Results: Arsenic: _________ ug/L Nitrates: _________ mg/L Coliform Bacteria:_________ colonies/100mL Attention: The well driller shall provide a well log to the On-site Water and Wastewater Section within 30 days of completion. 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: OSP241329 Work Type: WellSeptic Renewal Tax Code Number: 05058109000 Site Legal Address: NORTH SLOPE #2 BLK 5 LT 6 G:0703 Site Mailing Address: 4156 HARCA ST, Eagle River Owner: ARCTIC VALLEY CONSTRUCTION LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date n :r L)i�l)ru'Tlltctttt Lot Size in Sq Ft: Total Bedrooms: 10/3/2024 10/3/2025 56607 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 y !^ Received By: `�"—t� 3 FV > - Date: Issued By: Date: 3 Parcel I.D. 050-581-09 Property owner(s) Susan Wirth Day phone Mailing address 20179 West Good Hope Road Lot J9, Lannon, WI 53046 Site address NHN Harca St, Anchorage AK 99577 Legal description (Sub'd., Block & Lot) North Slope #2 Block 5 Lot 6 Legal description (Township, Range & Section) Lot Size - 56,607 —Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field nX Initial ❑ Single Family (SF) nX (w/wo ADU) Septic Tank Upgrade nX Duplex ❑ (D) Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well nX Water Storage n 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: Waiver Fees: Date of Payment: q Date of Payment: Receipt Number: Receipt Number: 0 Cl Permit No. waiver No. Permit App_-'- : - :_'..:c ; September 27, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: North Slope #2 Block 5 Lot 6 – 4156 Harca St Septic permit renewal Dear On-Site Services Engineer: The permit OSP 231202 for the new septic system at 4156 Harca Street has expired. A site visit was conducted recently and there are no significant changes to the design. The current design and permit conditions (as noted in the Change Order of 7/10/24) still meet all code requirements. We therefore request the renewal of the permit. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241329, Curtis Townsend, 10/03/24 MUNICIPALITY OF ANCHORAGE ��zzenr On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road r_ Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite z Delr�reiit�:tat On -Site Water & Wastewater System Permit Permit Number: OSP231202 Effective Date: 7/28/2023 Work Type: WellSeptic Initial Expiration Date: 7/27/2024 Tax Code Number: 05058109000 Site Legal Address: NORTH SLOPE #2 BLK 5 LT 6 G:0703 Site Mailing Address: Owner: ARCTIC VALLEY CONSTRUCTION LLC Lot Size in Sq Ft: 56607 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 This permit is for the construction of: 0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy R1 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 1 Issued By: \ / �s Date: Date: 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. 050-581-09 Property owner(s) Susan Wirth Day phone Mailing address 20179 West Good Hope Road Lot J9, Lannon, WI 53046 Site address NHN Harca St, Anchorage AK 99577 Legal description (Sub'd., Block & Lot) North Slope #2 Block 5 Lot 6 Legal description (Township, Range & Section) Lot Size 56,607 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial FK Single Family (SF) ❑X Septic Tank [AUpgrade El(w/wo AD U) Holding Tank ❑ RenewalDuplex (D) El ❑ 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: Date of Payment: Receipt Number: Permit No. ©S? 2 3 ��— Permit App_::- ::'-..:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. October 2, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: North Slope #2 B5 L6 - NHN Harca St Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 3-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the propo sed well, septic location and alternate site. The ground surface on the lot slopes down away from the road at a moderate but fairly uniform rate. The slopes on the west side of the lot are slightly steeper, between 20 -30% in general. One the eastern side of the lot, where the test hole and septic system is located, the slopes are mostly around 20%, but do not exceed 25%. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The new system will be a minimum of 100’ from all wells and surface water, including the mapped stream on the lot, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached test hole log, plan and profile pages 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 OSP241329, Curtis Townsend, 10/03/24 Benia i Schiller ' �'c�'• CEi2592 8i27n4 .•��;�� illh°PROFESS��NP�•► SEPTIC PLAN 0 50 100 FEET 1 "=50' LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEAN( FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE NORTH SLOPE #2, BLOCK 5 LOT 6 co -k= DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 1.1 MIN/IN 1000-GAL SEPTIC TANK APPLICATION RATE: 1.2 GPD/SF 450 GPD / 1.2 GPD/SF / 5' WIDE " 0.7 RED FACTOR [2 DEEP] = 52.5 LF TRENCH REQUIRED (55 LF SPECIFIED) BOTTOM OF TRENCH: 5.0' BELOW GRADE FLOW LINE ELEVATION: 3.0' ABOVE GRADE 91 nn�x nnE- ADDITIONAL FILL UNT FOR SETTLEMENT 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 2" INSULATION & GEOTEXTILE FABRIC 4" PVC (HOLES DOWN) DRAINFIELD ROCK GE E N G I N E E N I N G • ' • • Benja n Schiller • .: ��9FG'�fl'� • C 92 6/19/24•'�(����� ,t�►��PROfESS10NP�..: DEPTH (feet) 1- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LEGAL DESCRIPTION: NORTH SLOPE #2 B5 L6 PERFORMED FOR: ALEKSANDR BALETSKIY DATE: 6/6/24 PARCEL ID#: 050-581-09 ZEST HOLE 2 NO WAS WATER ENCOUNTERED? - IF YES @ WHAT DEPTH? DRY DEPTH TO WATER AFTER MONITORING 6 / 13 / 24 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) WATER (INCHES) NET DROP (INCHES) 6/19 1 9:30 4:51 10 7 0 6 0 2 9:35 5:50 10 7 6 6 3 9:41 5:55 1-s 7-s 6 0 4 9:47 6:20 116 7Ts 6 0 5 9:54 6:49 1i6 7°-0 616 6 10:02 6:51 10 7 s 6 16 PERCOLATION RATE: 1.1 (MIN/INCH) COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: M. JAKUBISIN 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 1 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? 2.7 6/28 1 2 3 4 5 6GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO North Slope #2 B5 L6 6/28/23 050-581-09 Aleksandr Baletskiy 11:17 1 11:31 11:41 11:51 12:01 12:11 OB 14 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: M. Jakubisin 7 - 3.5' 7/5/23 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 7/7/23 10 1 5 4 16 4 4 16 1 5 4 0 16 1 4 12 16 3 12 16 1 1 10 10 10 10 4 12 16 3 12 16 4 12 16 3 12 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231202, Deb Wockenfuss, 07/28/23 825 ~' Street, Anchorage, AK. ~501 / 264-4720 * * * HANDWRITTEN PERMIT * * * Permit Legal Description: ~C-~Z--7-/,9< -~/L%~ Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: P/ Seepage Bed: Holding Tank Maximum Number of Bedrooms: ~ Soil Rating (sq. ft/br) /2~ DEPTH The Required Size of the Soil Absorption System Is:' LENGTH 77 ' 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 8 3 * * * 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~ bedrooms/~ Applicant Date: SWP/024(1/81) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchora§e, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST II 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 2O COMMENTS j~ ¢ C, PERFORMED BY: 72-008 (6/79) O ~Ak~/c DATE PERFORMED: 5 SLOPE SITE PLAN WAS GROUND WATER y(~. SL ENCOUNTERED? / O P IE ES, ATWRAT 7 E DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE / 3 (minutes/inch) //R ~Z,~/~...~ TEST RUN BETWEEN ~ FT ANB ~ FT CER'FI'FI ED BY: DATE: MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC241528 Parcel ID 050 -581-09 Expiration Date: 11/18/2025 Legal description NORTH SLOPE #2 BLK 5 LT 6 Site address 4156 HARCA ST Current property owner(s) ARCTIC VALLEY CONSTRUCTION LLC X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments Original Certificate Date: 1/3/2025 This -Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water c: Wastewater Section ' Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-581-09 Complete legal description North Slope #2 Block 5 Lot 6 Location (Site address) 4156 Harca Street, Eagle River, AK 99577 Current property owner(.) Arctic Valley Construction Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY:❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑N Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ❑k Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench 0 Wide Trench ❑ Seepage Pit Waiver request for: Distance: Expedited review requested:■❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ L V Date of Payment COSA # C S Waiver Fee $ Date of Payment Waiver # COSA Application—June 2022 North Slope #2 Block 5 Lot 6 6 11/7/23 175 N/A 175 1.36 24 11/7/23 Forge Engineering 150 11/18/24 N/A N/A N/A > Benjamin Schiller, P.E. (907) 522-7773 LOT 6 BLOCK 5 56607 SQ. FT 1.300 ACRES LOT 5 BLOCK 5 LOT 7 BLOCK 5 LOT 8 BLOCK 5 LOT 2 BLOCK 4 H A R C A S T . R.O.W. C.L. LOT 9 BLOCK 5 SEPTIC MANHOLE ELECTRIC METER ASPHALT DRIVE 2ND STORY DECK PORCH SINGLE FAMILY HOME 1 0 6 . 5 ' 51. 4 ' 1 0 4 . 3 ' 13 3 . 8 ' 1 0 0 . 0 ' S E P T I C 34 . 0 ' 34 . 0 ' 34. 0 ' 34 . 0 ' GAS METER S44 ° 4 5 ' 3 6 " W 252 . 3 6 ' S5 7 ° 0 7 ' 2 9 " E 25 5 . 9 6 ' S44 ° 4 5 ' 3 6 " W 199 . 6 5 ' S 4 5 ° 1 4 ' 2 4 " E 2 5 0 . 4 7 ' 10 ' U T I L I T Y E S M T . 10 ' U T I L I T Y E S M T . WATER WELL E D G E O F P A V E M E N T SEPTIC PIPE ADDED 12-28-2024 Alaska Construction Surveys 907 E Dowling Rd, Suite 10 Anchorage, Alaska 99518 Office: (907) 344-5505 Fax: (907) 344-4775 Email: mcrow@akconstsurveys.com Site: RESIDENTIAL Address: 4156 HARCA ST, EAGLE RIVER AK Original Field Survey Date: May 25th, 2023 Crew: B.B., B.C. Drawn by: A.V. Checked by: M.C. Scale: 1" = 40' Sheet: 1 of 1, 11"x17" ASBUILT SURVEY LOT 6, BLOCK 5, NORTH SLOPE SUBDIVISION ADD. NO.2 LOCATED IN E1/2, SEC. 32, T14N, R1E SEWARD MERIDIAN, ALASKA EXCLUSIONS IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENENTS,OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR ESTABLISHING BOUNDARY OR FENCE LINES. ASBUILT CERTIFICATION I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING PROPERTY, LOT 6, BLOCK 5 NORTH SLOPE SUBDIVISION ADD. NO. 2, AND THAT NO ENCROACHMENTS EXIST, EXCEPT AS NOTED. ALASKA C CONSTRUCTION A SURVEYS S 30 Dec 2024 Rev. No. 12: 12/30/2024 NOTE: ADDED NEW SEPTIC PIPE Feet 0 40 80