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Home My WebLink AboutT12N R4W SEC 10 LT 18 S2T12N R4W Sec. 10 Lot 18 52 #011-161-18 MOA has confirmed that the onsite systems have not been installed. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Section . ~ .. Phone:907-343-7904 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 active involvement with the installation: 0 ~v>~-r-c. l ,J <',1'"i' u,_ IN LL..v O (V fi e 'K CAVA Tu,,., • 3. The name of the excavation equipment operator: ~C~..;..\.l_A_~_~ _ _.Q_£-_a.._ll_l_r_S ____ _ 4. I agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: -~0,;../l..;_l+_~ __ e_-;._s _ _.i..t:._r...1_h..;..,..;...rJ_e.._E_fL_tl_~_:;_ ___ _ 6. I 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. I 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. I 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 description) /?A a-J: P tJ (I/~ I I B Cx96 I agree that the information above is true and accurate. Owner's printed name: Ctr\-A~c Pcf1-(2..,tJ 5 Owner's signature: le=: ~ Date: V .-3 v ,-2..c? '2-5 Mailing Address: P. 0. Box 196650"' Anchorage, Alaska 99519-6650 * www.muni.org 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.orglonsite On -Site Water & Wastewater System Permit Permit Number: OSP251085 Work Type: WellSeptic Initial Tax Code Number: 01116118000 Site Legal Address: T12N R4W SEC 10 LT 18 S2 G:2324 Site Mailing Address: 8528 Emerald ST, Anchorage Owner: PERRINS FAMILY TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: r. l� f I)��p�trU�ttc:�nY 4/22/2025 4/22/2026 43768 Z Disposal Field Z 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 Received By: l C, Ec Date: Issued By: Date: Z' 2 2- C! 0 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcell.D. 011-161-18 Property owner(s) PERRINS FAMILY TRUST Day phone 907-444-1292 Mailing address P.O. BOX 221267, ANCHORAGE, AK 99522 Site address NHN EMERALD STREET, ANCHORAGE, AK Legal description ANCHORAGE, AK a.tty Lj w Sec- I Number of Bedrooms (SIZED FOR 6) Engineering Firm GARNESS ENGINEERING GROUP, LTD. Building Permit Number —6 2� — I z -yA Not Applicable R APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field ER Initial Septic Tank Upgrade ❑ Holding Tank ❑ Renewal D Privy ❑ Well THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: 1320 Waiver Fees: Date of Payment: �Z�Za Date of Payment: Permit No. O�P 291b 3_�;7 Waiver No. - Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251085, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251085, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251085, Curtis Townsend, 04/22/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251085, Curtis Townsend, 04/22/25 Alaska Testlab - Anchorage 1020 W Intemafional Airport Rd Anchorage, AK 99518 Phone:907-205-1987 Fax:907-782-4409 info@alasWestiab.com Material Test Report Report No: MAT:25-01283-S01 h Issue No: 1 Client: Gamess Engineering Group Ltd. Project Code: 241440 The results contained below pertain only to the hems tested below. This report should not be reproduced, except in full without the prior written approval of Alaska Testlab or the agency. 3701 East Tudor Rd. CC; Jeff Gamess Anchorage, AK, 99507 Maria Kampsen Project: General Testing 106�- NIA Reviewed By: Cindy Zickefoose Title: Laboratory Supervisor Date: 4/22/2025 Sample iDetails Particle Size Distribution Sample ID 25-01283-S01 Method: ASTM D6913 Field Sample ID Lot 185 6W / Drying By: Oven General Location T12N, R4w, Section 10 �% Date Tested: 4/22/2025 Tested By: Matthew Klee 2 t 2 N 'R% Sieve Size % Passing Limits i L 3in tin 100 100 1 Y2in 100 1 in 100 %in 100 Other Test Results Yzin 100 3/8in 100 Description Method Result Limits No.4 No.10 100.0 100 Group Code ASTM D2487 SM Group Name Silty sand No.20 100 Liquid Limit 0 No.40 100 Plasticity Index 0 No.60 97 Gravel (%) 0 No. 100 59 Sand (%) 83 No.200 17 Fines (%) 17 ASTM D2487 Tested By James Callahan Date Tested 4/22/2025 Method ASTM D6913 A Preparation Method Oven Dry Composite Sieving? Yes Separating Sieve(s) No. 4 Cu ASTM D2487 CC Chart Date Tested 4/22/2025 Diameter 10060 20 6 2 600 200 100 50 mm --F- Nm --{ too 90 or 80 i I i (# g F E 70- t •_ 60. Y a 30 E__i ( i €. .t.__ 20 I Sieve size 3" 1" 1/2" #4 #10 #20 #60 #200 2" 3/4" #40 #100 comments Vo Plasticity Index Test Performed Soil Classification of Fines (4200) in Sieve Analyses Assumed Unless Verified by Additional Testing orm No: 18909, Report No: MAT:25-01283S01 C 2000-2025 QESTLab by SpectraQEST.com Page 1 of May 26, 2004 Alunieipaliiy Of Anchorage ,dark L'eyich, Mayor Builditl(i Safety Dixisimi P.O. Box 19W)50 • 4700 Bragau- Strect Anchorage, Alaska 099519-GG50 • (907) 343.8301• Pax (907) 343.8200 hdp://u�w.niuni.org Jeremy Root 8528 Emerald Street Anchorage, AK 99502 Subject: On -Site Water and/or Wastewater Permit. Permit Number:SW030168 _ Legal DescriptionET12N.UW Sec,10 Loi 18 South 1/2' Dear Mr. Root: An On -Site Water/Wastewater Permit, number SW030168, issued by this office for a single-family system, will expire on June 3, 2004 This permit was valid for 365 calendar days. If this .vas a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, (✓ `--; Daniel Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030168 Date Issued: Jun 04, 2003 Expiration Date: Jun 03, 2004 Parcel ID: 011-161-18 Legal Description: T12N R3W SECTION 10 LOT 18 SOUTH 1/2 Design Engineer. 0014 Anderson Engineering Site Address: 8528 EMERALD STREET Owner Name: JEREMY ROOT Lot Size: 43768 SQ. FT. Owner Address: 8528 EMERALD STREET Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99502 - This permit is for the construction of. 0 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. 0 Private Well ❑ Water Storage 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: 1 Date: G L4 03 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 / / - /6 -18 Permit Number S U 0 /68 Property owner(s),JeremyRoot Day phone 2432528 Mailing address(1)2910-Concord-Lane--Anchorage-AK-99502 SITE Yutaitinefaddress (2)8528 E�%fRgL 0-:irmrer Zip Code /9502 Legal description (Lot, Block & Sub'd.)-5outh-1/2J3LM-LotJb-5ectionJO.112N-K4W Legal description (Section, Township & Range) Lot Size,.2611cre5 _ Acre q.Ft. Number of Bedrooms Jour. -(4 43, 768 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Cf (Signature of property owner or authorized agent) 00 Permit Fees: ,ASO Z� Waiver Fees: Date of Payment: U 12'i I(iS Date of Payment: Receipt Number: a gin f i Receipt Number: (Rev.12100) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522.7773 522.6779 (FAX) May 27, 2003 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: South %: Lot 18, Section 10, T12N, R4W Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of the South''/: of Lot 18, Section 10, T1 2N, R4W intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the new septic system and alternate site and the parameters used in the design. Also identified on the plans are the location of the proposed well, test holes and the wells and septic systems on the surrounding lots. Drainage arrows and spot elevations are shown indicating the current drainage patterns. The drainage patterns will be maintained after construction. The test holes placed near the location of the proposed absorption trench and alternate site indicated clean sand with some gravel and varying amounts of silt and percolation rates approximating 2 to 5 minutes per inch. No ground water was found during placement of the test holes and none was noted during the monitoring period. We are therefore proposing to place a 1,250 -gallon septic tank and a 35' long x 3' wide x 8' effective depth absorption trench. The distribution pipe will be placed 2' below the existing surface and the total depth will be 10'. Sufficient fill will be placed over the septic tank and absorption trench to prevent freezing. The ground surface on the lot slopes as shown on the site plan from west to east at varying slopes. The absorption trench will be constructed at the front of the lot parallel with the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any surface water and 100' from the well on this and adjacent lots. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The subdivision is currently South % Lot 18, Section 10. T12N, R4W May 27, 2003 Page Two served by the Municipal water system. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Eat" � r Michael E. Anderson, P.E. Attachments _ M-CNaEE E. ANDERSON 11 No. CC -438 i C� Co R 3 8 A P7502 g 2 y �y 132.65N N 174 95 297.10 295.05 Cane 889)41'10-E 371.05 61277 O • J R R Q ffi W " W 296. -- m....,. s .Vacant Lot ID 'D I296.,9 cem9 CO EIGHTY SIXTHAvenu i y 296.19 Cane 298.12 Camp R � p R 831.17 1g a � e AREA MAP ''/�P�� °F.'."" "•.a —i "~ 1. 1�.f 49th SCALE `'s• lags .�;Lwcwt¢E.u+oErasoN ��= . SOUTH 1/2 LOT 18, SECTION 10, T1 2N, R4W DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Deep Trench System Perc. Rate: 4 MinJlnch 1,250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 8' Drainfield Rock 4 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 500 SF Absorption Area 500 SF/16 SF/LF = 31.25 LF Trench Length THEREFORE: Construct a 35' Long x 3' Wide x 8' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be 10' Below Existing Ground. Maintain 100' Separation From Well on Lot. Place 2' of Direct Bury Insulation and 2' of Fill Over Absorption Trench or Provide Minimum 3' of Cover to Prevent Freezing. 4' of Cover Over Septic Tank. Natural Backfill Geotextile Fabric 6' 4" Perforated PVC (Holes Down) 8'0" 1 1 �Drainfield Rock 3 F ' i TYPICAL DEEP TRENCH SECTION (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 1 00'Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams. 2 3 4 5 6 7 8 9 K 11 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENVON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Kevin Monaghan DATE PERFORMED: - 5/16/2003 LEGAL DESCRIPTION: South 1/2 Lot 18, Section 10, T12N. R4W �T"TT TEST HOLE # 1 SLOPE I I I I II PT/OG Silty sand Some Gravel - SW 9 a % 49th No. BOH - 18' 2% WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: ,.._ DATE: 5/26/2003 S L 0 P E SITE PLAN I 3 I/ THIO ° m' 0 TH2 ® N A Is. READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 5/16 11:10 10.63" 1 1120 10 0 10 63" Recharge 1121 10.5" 2 11:31 10 0" 105, Recharge 11:32 10.5" 3 1142 10 0" 1 q - PERI: RATE: I_ MIN./INCH PERC. HOLE DIAMETER: TEST RUN BETWEEN--L5--FT. AND SS T. COMMENTS: Test Hale Pre Soaked Prior to Test. TEST PERFORMED BY: MEA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/26/1003 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Kevin Monaghan DATE PERFORMED: 5/16/2003 LEGAL DESCRIPTION: South 1/2 lot 18. Section 10, T12N, Row TEST HOLE # 2 PT/OG 8 9 K 11 17 Silly Sand Some Gravel - SW SLOPE 2% WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: k..- DATE: 5/26/2003 No. [[.a M, S L 0 P E SITE PLAN Is.. READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 5/16 11:15 9.75- 1 1125 10 0 9 7S" Recharge 11.26 9.5" 2 1136 10 0" 9 S' Recharge f 11:37 1 1 9.75' 3 11:47 10 0" 9 75' PERC RATE: _1 MIN./INCH PERC. HOLE DIAMETER: 6" TEST RUN BETWEEN--AJ—FT. AND 5.5 T. COMMENTS: Test Hole Pre Soaked Prior to Test. Identical Soils Conditions as THt. TEST PERFORMED BY: MEA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/26/2003