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HomeMy WebLinkAboutCAMILLI BLK 3 LT 3AOnsite File Camilli Block 3 Lot 3A PID# 050-141-56 Formerly Birch Hills Terrace #2 Blk 3 Lt 4 Inspection Report_1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131107 PID Number: 050-141-43 ❑ New ✓❑ Upgrade Name: Robert Camilli Living Trust ABSORPTION FIELD ❑ Deep Trench 2 Shallow Trench El Bed El Mound Address 17418 Kahiltna Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 310-2501 4 1.2 GPD/SF 8 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4 Ft. Gravel depth beneath pipe 4Ft. Subdivision Block Lot Birch HMIs Terrace 42 3 4 Fill added above original gradeGmvel 0'1 FL length 50 Ft. Township Range Section Gravel width 5Ft. Beds: Number of Lines Distance between lines I Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Ff 1 FL Well >100' >100, >100 N/A >25, TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity I 1,250Gal. Surface Water >100' >100' >100 N/A Material Number of compartments Lot Line >5' >10' >5 N/A HDPE/Plastic Two NA Foundation >5' >10' >5 N/A LIFT STATION Manufacturer Capacity _77Gal. Curtain Drain None Noted Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL Housetotank D3034 Tankto D3034 drainfield Northern Excavation Dminfield D3034 CO/MT D3034 Inspector MEA BENCHMARK (Assumed elevation) 100.Ofl Inspection�, 1 8/20/13 8/21/13 Location and description dates: 2� a" 6/17/14 4'" Garage Slab. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ♦���t Conditional Approval: Date ' *qtr r' 4Dnt t .. jj /.w wwiriwt,...........�t III �'b� •AAV Approved W , Date %o :Z 7-1 V oAOFrSS�A ►• Inspection Report_1-1-12.doc Permit Number: OSP131107 Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 PID NO.: 050-141-43 5 BIRCH HILLS TERRACE ADDN. NO. 2 S77 -24,30,,C LOT 4, BLOCK 3 44,228 S.F. 180. 01 Z 0 C M2 Alternate Site O ®TH2 O TH1 O A S2 C4 S1 21.1'14.5' N S1 S2 5.8 19.5' V J C4 54.4 47.1' FCO M1 54.7 41.9' fJ C5 50.5-48.6' M2 52.5 50.1' 5 Four Bedroom In Home O W O M 1 .Y' J �P4 dA'4' 1 I Well N88°20'00"W 126.73 .......... ;;•c�P' �i�� TEDROW DRIVE at49th 00.....:.. ... i.......... .`� 1 ; .MICHAEL E. .�............. E. ANDERSON; No. CE -4381 '. . PLAN AS BUILT •• 11111 ESS I •i• •• SCALE 1' = 50' Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP131107 PID No. 050-141-43 99.1 U m UU Original & Finished Grade 1,250 Gallon J94.6Septic Tank 94.45 U U 98.0 = Finished Grace Original Ground Geote,dile Fabric 94.3 Drainfield Rock 94.3 90.3 90.3 80.0 No Groundwater 5-24-13 50' (Total Effective Trench Length) %E 49th ...... ..... 5... /. 0 PROFILE AS -BUILT , ........ ..... .......................•• MICHAEL E. ANDERSON ; ��tL_ No. CE -4381 .'1N PFd No Scalej ♦444ESS �� Certified. Drilling Loi by DOC CO dba �ULLIVAN WATER WELLS OfP.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: let, Y ✓rJIS 1-10)-nL - ADDRESS: LEGAL DESCRIPTION: )31,Qe.H DATE: PERMIT NUMBER: j 31 0 TAX IDENTIFICATION NUMBER: Date of Issue k - 03"�141 �3oot -3 Is well located at approved permit location? 42i-Ye�s O No Method of Drilling: rotary 0 cable tool Depth of well / 12 7 - Casing TypeCF'LWallThicknessinches Diameter 1�2 inches, depth a 2 feet Liner Type: /00144 )) Casing Stickup Above Ground: feet Static Water Level: j 05' feet Recover Rate: r gpm Method of Testing:. L4/2,, � Well Intake Opening Type: b-< n end O open hole ❑ Screened; Start feet Stopped feet O Perforations Start feet Stopped feet Grout Type:f�Volume Depth: from feet, to CA V feet Well Disinfected Upon Completion? a-- sf�0 No Method of Disinfection: _ (2fa'A0-A4nJ4F- J`r0 Comments: "L67 S'J—lr-i4 j 10 E 4JE c - J 1� 6R *-)0L C6 -9 j 6Rr�L c_ Driller's Name 064Z S (1-LIJ4.J ATTENTION: It is the responsibility of the property owner to q,gubmit a Wy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Seryices andlor7tment of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Cklo.%,k 1— { o0c,� bevelopment Services Department Building Safety division On -Site WaterWastewater ElRProgram47D00adElmore Road P.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor wtmmuni oro/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: sW_L3/% o 7 Parcel Identification Number: Legal Description /3,4,L J4 C4lL4.$ 7XCAfc,.:5 f3L� 3 /"a TG} II Pump Installation Date: ( _ � ) Pump Intake Depth Below Top of Well Casing: feet Pump Manufacturer's Name Pump Model: S tic S q -i �- L Pump Size l/)m_/hp Pitiless Adapter Burial Depth: J� feet Date of Issue: �//3 Property Owner Name & Address: GAIY?1" 1 Pitiless Adapter Manufacturer's Name:A�, f !'' K- o _, Pitless Adapter Installer. A'p,OLP—rik j ��� , o -NKK Well Disinfected Upon Completion?Yes n No^^ Method of Disinfection: Comments: Pump Installer Name:I�� T-, ,f 0h,)i 5 t76 ,,,W1C3 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 4 On -Site Water & Wastewater 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 Permit Number: OSPI31107 Tax Code Number: 05014143000 Work Type: WellSeptic Permit Effective Dates: June 04, 2013 to June 04, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: BIRCH HILLS TERRACE #2 Site Legal Address: BIRCH HILLS TERRACE #2 BLK 3 LT 4 G:0153 Owner/Address: CAMILLI ROBERT H LIVING TRUST CAMILLI R H & C AITRUSTEES 17418 KAHILTNA EAGLE RIVER AK 995778127 Site Mailing Address: Lot Size in Sq Ft: 44228 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y 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 requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 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. Received G ®G -- a MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 050-141-43 Property owner(s) Robert H. Camilli Living Trust Day phone Mailing address 17418 Kahiltna Eagle River, AK 99577 Site address 17737 Tedrow Drive Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Birch Hills Terrace #2, Block 3, Lot 4 Legal description (Township, Range & Section) Lot Size 44,228 Sq. Ft. Number of Bedrooms Four APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Fx] Initial ❑ Single Family (SF) E (w/wo ADU) Septic Tank Q Upgrade F-1Duplex ElHolding (D) Tank ❑ Renewal F]Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well N Water Storage ❑ 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. TYI-� F (Signature of property owner or authorized agent) Permit/Rush Fees: 5a JOU _-4- aw Waiver Fees: Date of Payment: b�13 (Date of Payment: Receipt Number: ori �Qo�ReceiptNumber: Permit No. 49SPI3llo-/J� Waiver No. Permit App_9-1-12.doc May 28, 2013 Municipality of Anchorage Development Services Department On -Site Water and .Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 4, Block 3, Birch Hills Terrace Subdivision, Addition No. 2 Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 4, Block 3, Birch Hills Terrace Subdivision, Addition No. 2 intends to construct a new four-bedroom home on tie Iota We are therefore requesting a permit be issued for the construction of a new, s,Ab c system to accommodate the home. A well permit was previously requested under separate cover. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. Two test holes were placed on the lot in the area of the absorption trench and alternate site. The logs indicate silty gravel (GM) in the zone specified for the absorption trench. The percolation rate of the soil was determined to be 1-2 minutes per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 5' wide by 4' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 4' below the surface and the total depth will be 8'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the northeast. The new trench will be constructed parallel with the contours of the slope as much as Lot 4, Block 3, Birch Hills Terrace No. 2 May 28, 2013 Page Two possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. 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. 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, -tea, � cc ar--� Michael E. Anderson, P.E. Attachments 0 49th••.: MICHAEL E. ANDERSON . N0. CE -4381 , r , , is ill >«„w,o<m.,a.w.r. ; ; I J ��y'—p '•.l`�Lt�1� Cu � i � it ,�1� ;., � � c v Z �•�� , r N i r r r r r r r , r r N r , r , � r r r r r r r r i r , r I , i r I i , , z I \ N J a iLi r r \ I jLo �r x / CD g it it U V 1 a 11 if LO110 \\ rl r r � r r rl00 \\ i r r , LOT 5 VACANT 49th MICHAEL E. ANDERSON BIRCH HILLS TERRACE ADDN. NO. 2 LOT 4, BLOCK 3 44,228 S.F. 44,30"" 4 3p„” 1 01 Utility FoSement 80 00 ag k TH2 MI Alternate Site H C4 TH1 J 2CO V p S2 r Grade Proposed Well S1 FCO '--& 50' Long x 5' Wide x 4' Effective Depth Absorption Trench 1,250 Gallon % Septic Tank x' Four Bedroom Home 126.73 — Brereakk TEDROW DRIVE — SITE PLAN SCALE V = 40' LOT 3 VACANT LOT 4, BLOCK 3, BIRCH HILLS TERRACE SUBDIVISION #2 DESIGN FACTORS: SYSTEM REQUIREMENTS Four Bedroom Home 5' Wide Trench System Perc. Rate: 1-5 Min./Inch 1,250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 4' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 SF Absor tion Area 600 SF/1.2 GPD/SF/5 SF (Width) '.5 (Red. Factor 50 LF Trench Length THEREFORE: Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 4' Below Original Ground Surface. Total Depth to be 8' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. 5' TYPICAL 5' WIDE TRENCH SECTIO"' NOTE: (NO SCALE) Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Private Wells in the Area. Minimum 100' Separation From Surface Water or Streams. GARNESS t PERFORMED FOR: ROBERT GM TO SM 11 MIN } I'Mr`0p1 nuli!lr • .:�a13GyY� 1"111'11 VZy/��///�,p 7 E7`:ViY`ii'`Sl iSif2S[l YHAor Ltd. N p SCAIE: 19d I PERCOLATION RATE 1.66 (MIN./INCH) PERC. HOLE DIA. B (INCHES) TEST Rte! BETWEEN 6 FT. AND 7 FT. 20 A FOR HOUR PRESOAK WAS PERFORMED: ■ YES p NO SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS MOR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 Vit? MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5- 6 7 8- 9 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: BIRCH HILLS TERRACE No. 2, BLOCK 3, LOT 4 PERFORMED FOR: TROY DAVIS HOMES DATE: 6/4/2013 PROJECT No.: PARCELID#: TECHNICIAN: M. ANDERSON OB/OG GM TEST HOLE 1 WAS GROUND WATER ENCOUNTERED? NO 1 1F YES Q WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 1 1 DATE OF MONITORING: 5/24/13 14 15 16 17 18 19 COMMENTS: GROUND WATER MONITORING ONLY 4L/ 49th MICHAEL E_ ANDERSON SITE PLAN SEE SITE PLAN L, z s a DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) PERCOLATION RATE(MIN/INCH) PERC. HOLE DIA.(INCHES) TEST RUN BETWEEN:—FT. and—FT. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/4/2013 ' GARNESS ENGINEERING GROUP, Ltd. 1 111CONSULTANTS A GEMERAL CtNTRACTORS. 7- 8- 9- 10— fim N i1foll4w" DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 TIME (MINUTES) READING (INCHES) + 11/24/2009 1 ...4:51 — B" — J M M 2 4:57 6 b' 6- 13— r K700 4 5:03 6 0» 6. i`c }S+ /yp •r 1)(112C r : a a Ir1�Fib'rf'� 7- 8- 9- 10— fim N i1foll4w" DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 TIME (MINUTES) READING (INCHES) + 11/24/2009 1 ...4:51 — B" — 12— 2 4:57 6 b' 6- 13— GM TO SM 3 4:57 — 6' — 4 5:03 6 0» 6. 14 5 5:03 — 6» — 6 5:11 8 0. 6. 15 7 5:11 — 6» — 8 5;29 til 0' 6' 16 9 5:21 — 6" — 17 ML 10 5:31 10 O» 6- 11 5;31 18 "i3.DR. 12 1 5:41 10. O" 6» PERCOLATION RATE 1.66 {h IMANCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6 FT AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES © NO SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY. KYLE MAUS COMMENTS: PERFORMED BY DEG, Lfd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS W S PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: r i9' ^_! MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: BIRCH HILLS TERRACE No. 2, BLOCK 3, LOT 4 PERFORMED FOR: TROY DAVIS HOMES DATE: 6/4/2013 PROJECT No.: PARCEL ID#: TECHNICIAN: M. ANDERSON DEPTH TEST HOLE 2 (feet) OB/OG I WAS GROUND WATER ENCOUNTERED? No 2 3 IF YES @ WHAT DEPTH? S 4 DEPTH OF WATER AFTER MONITORING: NONE LO 11 GM 5 6 7 8 9 SITE PLAN SEE SITE PLAN c GROSS TIME NET TIME DEPTH To NET DROP DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 1 BOH @ 18' PERCOLATION RATE(MIN/INCH) PERC. HOLE DIA. INCHES) TEST RUN BETWEEN: FT. and FT. COMMENTS: GROUND WATER MONITORING ONLY TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/4/2013 WAS GROUND WATER ENCOUNTERED? No 10 IF YES @ WHAT DEPTH? S DEPTH OF WATER AFTER MONITORING: NONE LO 11 DATE OF MONITORING: 3/24/13 GROSS TIME NET TIME DEPTH To NET DROP DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 1 BOH @ 18' PERCOLATION RATE(MIN/INCH) PERC. HOLE DIA. INCHES) TEST RUN BETWEEN: FT. and FT. COMMENTS: GROUND WATER MONITORING ONLY TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/4/2013