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Home My WebLink AboutSEAVIEW HEIGHTS BLK 1 TR 3SeAV'ie(AD "ie,..* I 3h*TS D(l Ill is oor,g. Pt c r 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 Wastewater Disposal System Permit Permit Number: OSP241224 Work Type: Septic Upgrade Tax Code Number: 01129108000 Site Legal Address: SEAVIEW HEIGHTS BLK 1 TR 3 G:2323 Site Mailing Address: 5950 W DIMOND BLVD, Anchorage Owner: PAULSON ROBERT A & MARJORIE S Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: t 11 t �.rrt��rt t)eI)artill eIII 8/20/2024 8/20/2025 89629 Q Disposal Field CI 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 Received By: 5 VIED ' C� Gi Date: Issued By: Date: MUNICIPALITY OF 4 Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-291-08 Property owner(s) Robert & Marjorie Paulson Trusts Day phone _ Mailing address 5950 W Dimond Boulevard, Anchorage, AK, 99502 Site address 5950 W Dimond Boulevard Legal description (Sub'd., Block & Lot) Seaview Heights, Block 1 Tract 3 Legal description (Township, Range & Section) Lot Size - 89,629 _Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field FX-1 Initial El Single Family (SF) (w/wo ADU) Septic Tank N EX] Upgrade ❑ Duplex 0 (D) Holding Tank 0 Renewal D Multiple Dwellings D Privy ❑ (SF and/or D) Private Well D Water Storage El 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: 05q-6- Waiver Fees: Date of Payment: 11-Z'61-L 11 Date of Payment: Receipt Number: 10316 Receipt Number: Permit No. 0-519 Z 9 / 2 Waiver No. Permit App_'-'- '. :'c ; July 25, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Seaview Heights, Block 1 Tract 3 – 5950 W Dimond Boulevard Septic system design Dear On-Site Services Engineer: The owner of the above lot has an existing 5-bedroom home on the property, so we are submitting this permit application for the construction of a new septic system. The attached site plan identifies the location of the home as well as the existing well and septic location. 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 slopes moderately toward the road near the front of the lot, and also drops off steeply at the bluff back of the of the lot, but near the middle the slopes are much milder. It is in that flatter area that the new septic system is located. There are no slopes greater than 25% within 50 feet downslope of the new 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. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole logs, 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 OSP241224, Curtis Townsend, 08/20/24 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 2CO SEAVIEW HEIGHTS, BLOCK 1 TRACT 3 FEET 0 50 100 SEPTIC PLAN 7/24/2024 EXISTING 5-BDRM HOME GA R A G E WELL w/ 100' RADIUS EXISTING SYSTEM LOCATE AND DECOMMISSION PER CODE NOTE: RECORDS INDICATE 3 TRENCHES OF UNKNOWN DIMENSIONS LOCATE FULL LENGTH OF EACH TRENCH TH#1 170 170 160 150 140130 160 150 CO CO MT MT 65' LONG x 5' WIDE, 4' EFFECTIVE DEPTH ABSORPTION TRENCH NEW 1500-GAL SEPTIC TANK PROVED 2CO BEFORE TANK OR NEW FOUNDATION CO 2CO ESTIMATED LOCATION OF NEIGHBORING WELL w/ 100' RADIUS ESTIMATED LOCATION OF NEIGHBORING WELL w/ 100' RADIUS Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241224, Curtis Townsend, 08/20/24 SEAVIEW HEIGHTS, BLOCK 1 TRACT 3 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 DESIGN FACTORS:SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW PERK RATE: 2.2 MIN/IN APPLICATION RATE: 1.2 GPD/SF 5' WIDE TRENCH SYSTEM 1500-GAL SEPTIC TANK BOTTOM OF TRENCH: 5' 6" BELOW GRADE FLOW LINE ELEVATION: 1' 6" BELOW GRADE 750 GPD / 1.2 GPD/SF / 5' WIDE * 0.50 RED FACTOR [4' DEEP] = 62.5 LF TRENCH REQUIRED (65 LF SPECIFIED) 7/24/2024 5' 1'-6" 1' 4' 6" PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK GEOTEXTILE FABRIC 2" FOAM INSULATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241224, Curtis Townsend, 08/20/24 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? 2.2 7/12 1 2 3 4 5 6 SM (SILTY SAND) Professional Engineers Stamp: NO SEAVIEW HEIGHTS, BLOCK 1 TRACT 3 7/12/2024 011-291-08 LUKE DUFFY 11:15 1 0 16 12:07 1' OB 6:58 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM 7 0 16 - NONE 7/19/2024 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 7/24/2024 SP (GRAVELLY SAND) 11:22 1 0 1610 6 9 16 5 9 16 11:35 1 0 1610 6 3 16 5 3 16 11:45 1 0 1610 6 1 16 5 1 16 11:56 1 0 1610 6 0 16 5 0 16 1 0 1610 5 12 16 4 12 16 7 12:18 1 0 1610 5 15 16 4 15 16 8 12:31 1 0 1610 5 10 16 4 10 16 9 12:43 1 0 1610 5 11 16 4 11 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241224, Curtis Townsend, 08/20/24 \\DAM AND N D -- d' to Tract 4 0 0 0 a Tract 3 89,629 s.f. 1 19.95' S 89'50' 18 M o Tract 2 0 0 Z Lot 2 19.0' 1.2' x 5.7' CANT SEPTIC CRIB SEPTIC PIPE ASPHALT ; PAVEMENT*• HOUSE DETAIL Scale: 1 " = 30' RAILROAD TIES (TYPICAL) NOTE: NO EASEMENTS ARE SHOWN ON THE RECORD PLAT. PLOT PLAN ___ AS BUILT _X_ SCALE _1_ 100_ GRID SW 2323 Project No J24-0281A2 Lang & Associates, I n C Alas. P.O. Box 214000Op Anchorage, Alaska 99521-0005 Professional Land Surveyors keno 592-64y6 OF q o 0 ken®Ian surve com � � Q O ionathan®lanasurvev.com v .-X-i" I hereby certify that I have surveyed the following described property: TRACT 3, BLOCK 1, REPLAT OF SEAVIEW HEIGHTS SUBDIVISION (Plat No. P-162D) 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. '(It Dated this the _ZS____ Day of _ M 0--------- � at Anchorage, Alaska p�OFESS10NA �Nvo 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. State of Alaska AECC963 Mayor Development Services Department Building Safety Division On -Site Water a& Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Ww .muni.oro/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: _ Parcel Identification Number: (A�1��C £ p )OL ER, �q c�5oti( Legal Description Property Owner Name & Address: S 151. V I r4w F1 g"n, [?4J1_San pe)('h&eAgf 1 A K k'454)Z_, 00q Pump Installation Date: Mary J7`4 -/ I�Pump Intake Depth Below Top of Well Casing: r,00 feet Pump Manufacturer's Name: (� r r>;S iae VAS l II Pump Model: / U O G 31 1 g S 2-\ Pump Size i hp Pitless Adapter Burial Depth: l O feet Pitless Adapter Manufacturer's Name: / Pitless Adapter Installer: 1 Weil Disinfected Upon Completion? I es ❑ No Method of Disinfection: C lao yl iy 8171 1 $ fTT5 11 Comments: 11 Pump Installer Name: fq11EhC4Aq w21r dP�n++' Sgeusc£ Attention: The pump installer shall provide a pump installati4n log to the DSD within 30 days of pump installation. u� 5. LEGAL DESCRIPTION DATE RECEIVED � INSPECTION APPOINTMENTS )� TIME NUMBER OF,BEDROOMS TIME TIME DATE EJ Two O Five DATET'E A Three ❑ Six 7. WATER SUPPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled &, LQ -a --Sc Cna INSPECTOR depth (attach log if available.) INSPEC OR v A � INSPECT ��ll^ e6 INDIVIDUAL/ON-SITE** MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF I -/•d.11 i c 825 L Street - Anchorage, Alaska 99501 ENVIRONME;NIAL r..:.a'-CTION • ENVIRONMENTAL SANITATION DIVISION MAY 3 0 1980 Telephone 264-4720 pp� REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEV4 ':i{ L �JLi1�L 3J DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERRTJTYOWNER I �-/ PHONE MAILING ADDRE✓ PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE MAILING ADDRESS _�vt-icy-->7—>X n e 3. LENDING INSTITUTION _ PHONE MAILING ADDRESSJ..p �q 0 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION 0� '-4- 3) STREET LOCJATION 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS SINGLE FAMILY El One ❑ Four ED Other EJ Two O Five MULTIPLE FAMILY A Three ❑ Six 7. WATER SUPPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled O COMMUNITY since June 1975. For wells drilled prior to that date, give well O PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM -� e6 INDIVIDUAL/ON-SITE** �—YEAR ON-SITE SYSTEM WAS INSTALLED. E] PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 ,(R/ev. 6/79) rlec 1cr1J Tattle. JV&LV�7—y/-A- v M 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ TWO ❑ FOUR ❑ SIX ❑ OTHER 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ED PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Se/Holding Tank ptic Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS APPROVEDFOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE V VT&*4 BY /Voro M 72-010 (Rev. 6/79) r�E REID ENVIRONMENTAL ENGINEERING MUNIDEPT. v of ANCHORAGE 1 DEPT. Cf '. 2 SRA BOX 1584R ENVIRON:: -TION ANCHORAGE, ALASKA 99507 (907) 344-1205 `,i;,•�,( %��Cj� 276-1361 R CEIVLO May 19,1980 Mrs A.T. Van Dolah 5950 W Dimond Blvd Anchorage AK 99502 Subdivision- Seaview Heights Block 1 Lot 3 The system tested is a series of three trenches of unknown length and depth. The system was installed by Bell Plumbing in 1975. Burial depth was 16 to 20 feet. During the three hour 10 minute test a total of 1030 gallons of water was dumped into the system. There was no evidence of backing up in the septic tank, There was no evidence of surfacing water over the area of the installation. As the site is adjacent to the Sand Lake gravel pits, it must be assumed from this and from the owners information that the system was properly installed. Washed gravel was used in the trenches. The system is adequate to serve a three bedroom home. 0°00co0o00Q°Q�S�UU ° °°$TUU /M ��o no'onoauo_ adoaoa oo°ou00000 no /,Y Qode n�q�u��Da3o�5?-��eebo% D j 9s �>ee LVfAY Z".• Reid. 1r. „� ,Jt<<•< G9(j's�°oD No. 2.aot•e