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Home My WebLink AboutSPRING BROOK VISTA #1 BLK 1 LT 6-A1Sp ing B ook Vista Block I Lot 6A-1 #050-091-39 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. ,,.Ct.,/'OlO 3~'ur PID Number: O,.'c0' 0cf~" N.~..: Wastewater System: ~ New r'l Upgrade ^co,*.: . ABSORPTION FIELD LEGAL DESCRIPTION so,,..,,.,:1.2 ~oo~q ~.- I ~/,r;~la 6reel( v;.<to, I,~~ SEPARATION DISTANCES ~s.,~ m Holding Water ~ 100~ ~10~ i ,o~.~.,,o. ~,,~'t ~ ~ '~-'~""": I'~"~'~ I~'~'~''- Remarks:~? ,,~ ~ r~:/ BENCH MARK ENGINEER'S Inspections pedo~ed by: F.~.E. S Z. ~-~ Dates:lst ?-II-o~ ~*~49~ ~ .~... Depadment of Health and Human Se~ices approval Reviewed and approved by:~ Date: ~ -~O- OJ ~//.~ Permit No. SW010244 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewater 0isposol S~stem and/or Well Inspection Report Le al Description: SPRING BROOK VISTA, LOT 6A-1, BLOCK I PID No.: 050-091-.39 I I I LOT 6A-1 30.0/ (NaT Tn SCALE) SCALE 1" = 50' C 140.3 117.2 D 127.'~' I'~0.~' I IL:'5'T ~/2~/o~ '~:." 49TH__ ~ '.~' MUNICIPALITY OF ANCHORAGE Development Services Department On-Sile Wafer & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 17, 2001 Expiration Date: Jul 17, 2002 Permit Number: SW010244 Legal Description: SPRING BROOKVISTA#1 BLK I LT 6-A1 Design Engineer: 0024 Eagle River Engineering Services Owner Name: Kipling Dan Owner Address: 16542 Mercy Dr Total Bedrooms: 3 Eagle River, AK 99577- Parcel ID: 050-091-39 Site Address: 012232 PRINCE OF PEACE DR E Lot Size: 23107 SQ. FT. Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail 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. Issued By: ~ ~ Date: 7/1 ? ~' ~ Date: ~ 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 SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number Mailing address (1) I1~.'~ ~ F~¢~'~1 '7)rr ~ ~ ~, h,. Mailing address (2) , .~ Legal description (Lot, Block & Sub'd.)~, (1%~)g Legal description (Section, Township & Range) Lot Size o~.~, IO'7 Acres/S~ Number of Bedrooms Dayphone ~=,q-~ c~ -~'~33 Zip Code THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only Water Storage Jacuzzi Water Softening Unit 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. (Signature of property owner or authorized agent) ~",~J' ~' · Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax July 3, 2001 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 6Al, Block 1, Springbrook Vista Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the follo~4ng reasons: The surrounding lots are served by public water supply, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. The soil permeability is good. 4. Drainage will not be affected and is not a major consideration in our design. I f you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. L200 I\01-024~AR / / / LOT 6A- 1 ..o NO WELLS- PUBLIC WATER NO SURFACE WATER NO KNOWN CURTAIN DRAINS ? / ~ - TEST HOLE / · - MONITOR TUBE / o - SEWER CLEAN OUT / + - KEY 80X / .... EASEMENT / ~- PROPOSED L~ACH RELD / m- EXISTING LEACH F'I?LD SEPTIC SITE PLAN LEGAL: SPRING BROOK VISTA, LOT 6A-1, BLOCK 1 KIP DAM CONTRACTOR: ~01 -024WS EAC.LE RIVER ENC./NEER/NC. AP.O. Boz 773294 EAC.LE RIVER. AK. 99577 (907.) 694-5195 FAX:, (907.) DATE: 6/29/01I SCALE 1"= 40' SER VICES 694-3297 LOUIS A. BUTERA ." · .. CE-6736 ." Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Lot 6A-I, Block 1, Springbrook Vista June 29, 2001 A. GENERAL I. The well and septic plan are for a 3 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of tlealth and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. o 8. It is always recommended that a surveyor locate the nearest lot line position and the location &any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK I. 1000 gallon MOA approved. C. .TRENCH I. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. The upper trench is to be installed so that effluent will overflow to the lower, shorter, trench. 2. The bottom ofthe trench excavation prior to rock placement shall be level, plus or minus 1.5". 3. The total depth ofthe trench excavation is not to exceed 10' at any point. 4. The effluent line within thc trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the Icachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "Cn well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTtl = 10' GRAVEL DEPTH = 7' under pipe, 2" over pipe TRENCH LENGTH = 27' TRENCH W1DTtl = 2+' SOIL RATING -- 1.2 GPD/fi2 BEDROOM CAPACITY -- 3 SEPTIC TANK -- 1000 gallon Twenty-four (24) hours notice required for all inspections. ~2001\01-024spc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 01-024 Calculated By: LB Date: 6/29/01 Legal: SPRING BROOK VISTA, LOT 6A-1, BLOCK TEST HOLE 1 Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Wateruse at 150 gallons perbedroom = 450 gallons Percolation rate = 3.5 minutes perinch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 375 square feet Trench width (W) = 3 feet Gravel depth (D) = 7 feet Required length = Required absorption area / 2 / D Required length = 375 / 2 Required length = 27 feet Total Excavation Depth = 10.0 feet / 7 01-024CaLxls 11:00 AM6/29101 PERFORMED ;OR= /~;p P~'~ Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street. Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST PERFORMED: OATE ~~ LEGAL DESCRIPTION:.~.IF';~,~ ~r00k V[$~'a~. A0t $,~-I: ~-~( IT°wnship' Range, Section: TYt/V./~2.~, $~c. ~ SLOPE ~ITE PLAN 5 6 7 8 10- 11 13 14- 15- 16 17- 18- 19 20 /' WAS GROUND WATER ENCOUNTERED? ~'~ S IF YES. AT WHAT DEPTH? f& p E 0epa to WaK ~er .. , Gross Net Depth to Net Reading Date Time Time Water Droo PERCOLATION RATE TEST RUN BETWEEN . (mmutes~mch) PERC HOLE DIAMETER .. , FT AND ~' / FT PERFORMED By: ~'- /~ E.5, I ~ CERTIFY' THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE; 7-- / ~ ' ~ t 72-008 (Rev. MUNICIPALITY .OF , Development Services Department On -Site Water & Wastewater Section Parcel I.D. 050-091-39 ANCHORAGE Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Phone: 907-343-7904 Fax: 907-343-7997 Expiration Date: Complete legal description SPRING BROOK VISTA #1 BLK 1 LT 6-A1 12232 E Prince Of Peace Dr Location (slte address) Current property owner(s) DAM KIPLING Mailing address Real estate agent 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone 223-3933 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System Fx_1 Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ -5S0 Waiver Fee $ Date of Payment G///�Z/ Receipt Number 0 697y n Date of Payment Receipt Number COSA # DSC ZI (Z4,69 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, 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 (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm NorthRim Eng. Address PO Box 770724, Eagle River Engineer's Printed Name Steve Eng 6. DSD SIGNATURE System #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved one M1 02=1 Date 8/9/21 0 OF 11C 0 :49 k- 0 . ........ J0 CE -621% 2 Conditional approval for bedrooms, with the following stipulations: rQ ri jZ OPV -SITE Z5 144- --miD A him �z VYAJ F-1\ FA- -0— WAST,—v\!ATER oz PROGRAM By: Original Certificate Date: 1 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer reqistteered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's viork. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory 0+e,v- COSA Checklist Legal Description: SPRING BROOK VISTA #1 BLK 1 LT 6-A1 Parcel ID: 050-091-39 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Comments B. TANK DATA Age of tank(s) 20 years Tank type/material Sptcstl Measured operating fluid level in septic tank 50 ❑■ Standpipes/foundation cleanout per record drawing Date of pumping 8/4/21 D. ABSORPTION FIELD DATA 7/19/01 Which system tested (date installed) same ❑■ ALL standpipes present per record drawing Total measured depth from grade 11 ft (max) Measured depth to pipe invert from grade 4 ft (min) ❑ N/A — pressurized field ❑■ Monitor tubes go to bottom of effective. If not, state depth into effective Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑■ No ❑ Coliform bacteria is Negative Nitrate mg/L E]Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Date of Sample C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 7/26/21 Results Q✓ Pass For 3 Fluid depth prior to test 0 Water added 450 gal New depth 3 in Elapsed time 30 min bedrooms in ❑E Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 450 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) no date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No 7 Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Water Main > 10' if No Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft Water Service Line > 10' Yes if No ft Manure/Animal Excreta Storage > 100' comment below Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes if No ft From Septic/Holding Tank on Lot to: i ('lease enter distances if less than required) Building Foundations > 10' ❑ Yes if No 7 ft Surface Water > 100' Yes if No. Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Water Service Line > 10' Absorption Field > 5' Yes Yes if No ft Private Wells > 100' 0 Yes if No Water Main > 10' if No Yes if No ft Community Wells > 200' ❑✓ Yes if No. Water Service Line > 10' Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below Property Line > 10' El Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' Q Yes if No Water Service Line > 10' Q Yes if No ft Community Wells > 200' Q Yes if No Surface Water > 100' Q Yes if No ft F. ENGINEER'S COMMENTS Tank Not Under Deck Support G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. * :49TMW *� cq� Steve En CE -6256 'Z A a 8'/ 9 %21`'= ENGINEER'S 61 ft 61 ft MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904 On‐Site Water and Wastewater Section Fax: 343‐7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org Septic Tank Advisory Certificate of On‐Site Systems Approval # OSC211469 Subdivision: Spring Brook Vista #1 Block:1, Lot: 6‐A1 The septic tank for this property is 20 years old. The average life for a steel septic tank is 20 years. Typical replacement costs range from $7,000 to $11,000. This advisory must be attached to all copies of the subject Certificate of On‐Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. Lot 9-A1 1q8i SCALE: 1 "= 40' 112-00 o o 0 Note: This property is served by a public water system. OF A4 I .► c� . 49th 00 ••••�••• i••' •• •e•• 1 00 OF c- •:�lizabeth L. Walatka •• �o i • •SQ36 e LS . • �,' s • • AW rRaF � ESS l eNa 1 NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection in accordance with ASPLS Standards of the following described property: LOT 6-A1, BLOCK 1, SPRING BROOK VISTA UNIT No. 1 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 4th day of JUNE , 2021. EASEMENTS OF RECORD, OTHER THAN FRED WALATKA & ASSOCIATES, L.L.C. THOSE SHOWN ON THE RECORDED Engineers and Surveyors PLAT ARE NOT SHOWN HEREON FB 21-23 pg 44-45 BE 907-246-1666 UNLESS OTHERWISE NOTED. This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to establish any fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product.