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Home My WebLink AboutEAGLE RIVER HEIGHTS BLK 1 LT 8Eagle River Height Block I Lot 8 #050- 241 - 17 317 SULLIVAN WATE, R WELLS Well Log Permit Number: OSP 131om Date of Issue 6/15/2013 Parcel Identification Number: o6o241170oo Date Started: 5/2212013 Date Completed: 512312013 Is well located at approved permit location? Yes [--]No Property Description EAGLE RIVER HEIGHTS Lot 8 Block 1 Section: Town: Range: Property Owner Name & Address: TROY DAVIS HOMES 165 E. PARKS HWY. #2045 WASILLA, AK 99654 Borehole Data: Depth Method of Drilling �] air rotary cable tool Soil Type, Thickness & Water Strata From To Casing type: Casing Stickup 0 2 Wall thickness 0.25 inches Overburden 2 4 Diameter 6 inches Total: 130 feet Liner type: Brown Slit Sand Gravel 4 40 Diameter inches Depth: feet Grey Hardpan 40 Bt Casing stick-up above ground: 2 feet Brown Silt Sand Gravel 61 80 Static Water Level (from top of casing) 48 feet Gray Clay & Gravel Dense 80 128 Pumping Level: feet after Grey Sand & Gravel Silty 128 144 24 how pumper Spm Recovery Rate 20 gpm Method of Testing: Air Well Intake Opening Type XK Open End ❑ Open Hole ❑ Screened Start feet Stopped _feet Perforations Start feet Stopped feet Grout Type: Bentonite dry granular Volume: loll Pounds Depth 44 Start 0 feet Stopped 44 feet Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? [Xj Yes Ll No Method of disinfection CHLORINE 50 PPM Comments: CASING PULLED BACK TO 130'. MATERIAL AT 144' WOULD NOT CLEAN UP. PUMPED FOR 24 HOURS. PUMPED CLEAN AT 15 GPM. Water Sample Results: Arsenic: ug/t Well Driller: Cole Sullivan Nitrates mg/1 Sullivan Water Wells Total Coliform Bacteria colonies/100mL, P.O. Box 670272 Chuglak, AK 99567 Other bacteria: col/100mI. (907) 686-2759 Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion, May 29 13 04714p Sullivan Water Walls 907 688 2759 p.2 Development Servicsa Department Bulldtng 5detY Division JD f?n-Site Water & Wastewater program �« o (. 4700 P-Imore Road R P.O. Sox 196650 Mat* Bfiqkh Anchorage, AK 94507 "over :n'o,n/ontiis (907)343-7904 �,�np �pu,,�mf p Installation Log ,1 ` won Drilling Permit Nanber: 5��71J� 1 Pate of Inge: /'� Parcel IdmUfl ation Nomben 0 a1 l III ODD ,;t r' 4e,4tf 81 L'9 `6 Data h-d-rr-t > b Bdbw Top of Wdl Crime: 11 feet etsrer's Noma Ca45 /058o5'{la.cL pumpSin 1/� by pitkasAdapter Burial Deptb: 10 fact n AdaVW Manuradarees Name: /`(Q'M' W44 VN nAdapterlmbgea: /�%or 1 ^u t"LaV0.fi1, Dieiafectad Upon Camplation? (( Yes ❑ No Coeimacts: C�wE1; l�Rv� G/�, fier t,� t II S Attaett".. The paw Matatlm SW provide apmw =W10M log to the DSD w dm 30 days of PUMP 1111161 . Permit Number: OSP131084 Tax Code Number: 05024117000 Work Type: Well Permit Effective Dates: May 15, 2013 On-Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to May 15, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: EAGLE RIVER HEIGHTS Site LegalAddress: EAGLE RIVER HEIGHTS BLK 1 LT 8 G:0052 Owner/Address: SEABOLT NATHANIEL ZACHARY 3206 AQUARIUS ClR ANCHORAGE AK 995171583 epartment Site Mailing Address: 10623 SEABOLT PL, Eagle River Lot Size in Sq Ft: 9630 Total Bedrooms: 4 This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 requJras inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (997) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: Original 1"=30' site plan shall be submitted prior to final approval. Received By: ~~ MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/VVELL PERMIT APPLICATION Parcel I.D. 050-241-17 Property owner(s) Nathaniel Z. Seabolt Mailing address 3206 Aquarius Circle Anchorage, AK 99517 Day phone Site address 10623 Seabolt Place Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Eagle River Heights, Block 1, Lot~ Legal description (Township, Range & Section) Lot Size 9,630 Sq. Ft. Number Of Bedrooms Four APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DWELLING: Initial [] Single Family (SF) (w/wo ADU) Upgrade [] Duplex (D) Renewal [] Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE ! WAIVER REQUEST FOR: Dis tance: 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: ,~(~f[~ C~ Receipt Number: 0~)~ (~ ~' Permit No. OS Fl ~ [ O~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_g-l-12.doc May 8, 2013 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 Elmore Road Anchorage, AK 99519-6650 Su~e~: Lot 8, Block 1, Eagle River Heights Subdivision Well Construction Permit Dear Onsite Services Engineer: The owner of the subject lot intends to construct a four bedroom home on the site. Unfortunately water is not available to the lot and a new well must be constructed. The location of the well is shown on the attached Site Plan. The lot is surrounded by the AWWU sewer system and a new service will be extended to the home; The lot is small however and the location of the well is critical. The well will be placed along the south property line near the middle of the lot. At this location is it more than 100' from the sewer manholes near the northwest corner and the sewer main cleanout at the northeast corner. It is also slightly more than 75' from the sewer main fronting the lot. The lot to the south and the lots to the east are served by the AWWU sewer and water systems. The location of the well and the proposed location of the house and sewer service on the lot will not impact adjacent properties. If the well and sewer service are constructed in accordance with our design the following statements apply: The well, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The well, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The well, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. Lot 8, Block 1, Eagle River Heights May 8, 2013 Page Two 4. The well, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattem will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments EAGLE RIVER HEIGHTS SUBD. LOT 8, BLOCK 1 638.06 SF / \ / ~ I Four HomeBedm°m 5 ,' ~ I ~ ~ -.~ ~ Sewer Se~ice j = ~ ~ ~ / / I / I ~ I I /~ ~ ~ ~ ~ / Subdivision Se~ed by AWWU / k Sewer System. No Confli~s / X with ~jecent Lots. / k / X / ", \ _ Service ~ 25' / \ / \ / \ / \ / \ / mE ,OUSE SITE PLAN SCALE 1' : 30' z~or~ i 0 ~ o~ 0 / ~uo~oso3 o . o]~ooS ,CC ~ ..:E~< 00'06 MUNICIPALI'rY OF ANCHORAGE WATER & WASTEWATER UTILITY 3000 ARCTIC BLVD. P HONE:(907)564-2762 WASTEWATER CONNECT PERMIT DATE OF APPLICATION: 04/30~013 SCHEDULED COMPLETION DATE: 12/31/2013 BLOCK/LOT/TRACT: BLK 1 / LT 8 / SUBDIVISION: EAGLE RIVER HEIGHTS [] SINGLE FAMILY [] MULTi-DWELLiNG No. APTS [] COMMERCIAL TAX CODE: 05024117000 GRID: NW0052 STREET ADDRESS: 10623 SEABOLT PL Eagle River, AK 99577 OWNER: SEABOLT NATHANIEL ZACHARY PHONE: MAIL ADDRESS: 3206 AQUARIUS CIR ANCHORAGE, AK 995171583 CONTRACTOR Northern Excavation & Construction, LLC ASSESSMENTS [] Repair Existing Service [] Main Line Extension [] On Property Only [] City Tap [] Have Been Levied [] Hydrant Only [] To Be Levied [] Main Tap - To Property Line Only Comments: [] Main Tap & On Property Connect Row No. [] Disconnect ~[:~(~N)~,\ [] R&R-MainTapOnly pwner ''~ IStaff '~,(.;,t.~ CONNECTSIZE 4 in ISSUE~- WWKMM INSPECTION FEE $ 98.00 ~AID [] CASH PERMIT FEE $. 63.00 [] CHECK# . $ 0.00 ~-TH ER ('~.. DEPOSIT $ 0.00 REIMBURSABLE INSPECTED BY NUMBER TOTAL $ 161.00 DATE REMARKS PERMITEE (Please Pdnt) Northern Excavation & Construction. LLC MAIL ADDRESS 15861 South Birchwood Chugiak, Alaska 99567 PHONE (907)223-0502 SIGNATURE POSTIN A CONSPICUOUS PLACE AT THE JOB SITE CUSTOMER COPY Parcel I.D. 050-241-17 Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: _ / l)- - 2 b - / 3 Complete legal description Eagle River Heights, Block 1, Lot 8 Location (site address) 10623 Seabolt Place Eagle River, AK 99577 Current Property owner(s) Troy Davis Homes Day phone 357-9394 Mailing address 165 E. Parks Highway #200 Wasilla, AK 99654 Real Estate Agent 2. TYPE OF DWELLING: (] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well El Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Waiver/Variance request for: Received by: Three Day phone e TYPE OF WASTEWATER DISPOSAL: Individual 0 Holding Tank ❑ Community ❑ Public Sewer ❑ COSA to be releasr to the'engineer, unless otherwise requested by the engineer. Date COSA Fee $ �o5 JOj_ JZLAS)j Waiver Fee $ Date of Payment 0] d� t b 4., Date of Payment Receipt Number Qi jl ?5 ) rn Receipt Number COSA # 0S (A �) VAN 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. Name of Firm Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 9/17/2013 49th 6. DSD SIGNATURE +.....:... • ............ System #1 Approved for .- bedrooms °• d.iCI.EL - 4NDERs:-1v System #2 Approved for bedrooms •�� Disapproved PP winks-_ Conditional approval for bedrooms, with the following stipulations: 0 Original Certificate The MuiSicipefity K6Knc3torage Development Services Division (DSD) issues Certificates of On -Site Sy upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSAblwshee[r . Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Eagle River Heights, Block 1, Lot 8 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 5/23/13 Sanitary seal (Y/N) Y Total depth 144 ft. Cased to 130 ft. FROM WELL LOG Date of test 5/23/13 Static water level 48 ft. Well production 20 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate N/D mg/L Arsenic N/D ug/L Date of sample: 9/5/13 B. SEPTICIHOLDING TANK DATA Tank Type/Material Tank size gal. Number of Compartments _ Foundation cleanout (Y/N) _ Depression over tank (Y/N) Date of pumping Pumper AWWU Sewer System Parcel ID: 050-241-17 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION Collected by: ft. And. Engrg. Date installed Cleanouts (Y/N) High water alarm (Y/N) C. ABSORPTION FIELD DATA Date installed Soil rating (g.p.d./ft2 or ftz/bdrm) System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption area ff Monitoring tube Depression over field_ Date of adequacy test Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot _ Absorption field on lot Public sewer main Size in gallons "Pump off' level at Cycles tested _ N/A N/A >75' Sewer /septic service line >25 Animal containment areas >50' SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line _ Water main Water service line Wells on adjacent lots ABSORPTION FIELD ON LOT TO: Property line Building foundation Water Service line Surface water Curtain drain Wells on adjacent lots Manhole/Access (Y/N) _ in. High water alarm level at Meets alarm & circuit requirements? On adjacent lots >100' On adjacent lots > 100' Public sewer manhole/cleanout >100' Holding tank N/A Manure/animal excrete storage areas >100' F. COMMENTS Lot is Connected to AWWU Sewer System. G. ENGINEER'S CERTIFICATION I certify that I 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. Engineer's Printed Name Michael E. Anderson, P.E. Date 9/17/2013 COSA brown sheet 10-10-12.doc Absorption fiat Surface water Water main Driveway, parking/vehicle storage 40 TH ' E. AMDEPSON .4bdl in. 43 37 1 w I z 33.00 M 33.00 LOT 8 BLOCK I HAS 9,638.06 SQ.FT. OF AREA �-�9—I I1 SerrerTi� 10' SANITARY SEWER ESMT. Cleanout 10' SANITARY 27 3 0 26.1 PAVED DRIVE EXlSt1NG NDUSE — 33.4 I ENjER31 1 , D G"SE z 2o o0 33 6 .0 M 31.3 Well o 25.0 _ r 7A M GRAPTPC SCALE I Inch = 30 Feet 15 7 .5 .5 0 J 155 300 60 FOR: Troy Davis Homes Date 3 scale Legal Description Forbes & Associates. Inc. Lot8 Block 1 Grid NW52 As -Built 2130141 P.O. 232293 Alaska 99523 Anchorage, (997) 227-5881 rLE RIVER HEIGHTS SUBDIVISION 1957 ADDITION Drawn by CEF Field Book 243 I hereby certify that the property described hereon has been surveyed by me, or at my direction, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto unless otherwise shown. 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 easements on said property except as shown. It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finish grade and utility connections and to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Listed distances prevail over scaling. Reproduction may cause distortion. OF.q<� •9r� �* 4i�9.rH f ~f... .......................... ••...ns..:.k. / 0 � CHARLES EFORBES•: o` / LS -7326 or ,�1 a .09-16-13.- I 09.16.:3.-