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HomeMy WebLinkAboutKNIK HEIGHTS BLK F LT 2KnI*k Heights Block F Lot 2 #017-371-02 1 inspection Reporr_i-t-izooc Municipality of Anchorage „� Community Development Department NOV ! P yy IM of 2 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: OSPI21348 PID Number: 017-371-02 ❑ New 0 Upgrade Name: Duke & Rebecca Bertke ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 12840 Shelburne Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Knik Heights F 2 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel widthBeds: Ft. Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Fe Ft. Well 130.0 N/A N/A N/A 113.0 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1 1250Gal. Surface water 100+ N/A N/A N/A Material Number of compartments Lot Line 28.9 N/A N/A N/A Steel 2 NA Foundation 18.2 N/A N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain N/A N/A I NIA N/A Gal. RemarksTank replace only. Pump on level at in. Pump off level at in. I High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 A+ Home Services Drainfield C0/MT inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 100ft Inspdates: 1� 11/19/12 Location and description 2^e 3W Corner of House COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date tteven 'A"Pannone` 8149 #14" Approved QoLl az Date \int inspection Reporr_i-t-izooc ¢O < z j0 _< m s' 97.3 90.5 90.3 NEW IC TA \ 509 SEPTIC TANK i 10' UTILITY EASEMENT ' 47 NEW 1250g SEPTIC TANK INSTALLED DCO 4BR f (E) I w SUMP (E) _ B` 11'y H D \ T1 ` Q\ 1D� UTILITY EASEMENT / t M � COLLAPSED 1250g SEPTIC TANK (E) w�-- W�� M �� ABANDONED PER CODE qT i A B T1 21.4 36.4 T2 17.4 42.6 DCO 30.1 45.1 SUMP(E) 79.5 70.8 WELL (E) a 0 o- w z D m m J w x NDTES:PANNONE ENG SVC, LLC —�" RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 � r (SOF A�q\sl�� D11/26/13 PHONE (907) 272-8218 FAX (907) 272-8211 Scale 1„=50' /.... ... ... ..:.. / P.I.D. NO KNIK HEIGHTS, BLOCK F, LOT 2 7? -371-02 DUKE -& REBECCA BERTKE S'te've'n' .' a'nnope'%PERMIT NO. P��/, E 8149 12840 SHELBURNE ROAD �) L� OSP121348 PLAN ANCHORAGE, AK 99516 �i�Ff�' Sheet l��\ OFESSlO=� 2 OF 2 On -Site Wastewater Disposal 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: OSP121348 Tax Code Number: 01737102000 Work Type: Septic Upgrade Permit Effective Dates: October 16, 2012 to October 16, 2013 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: KNIK HEIGHTS Site Legal Address: KNIK HEIGHTS BILK F LT 2 G:2836 Owner/Address: BERTKE DUKE & REBECCA R PO BOX 113302 ANCHORAGE AK 995110000 Site Mailing Address: 12840 SHELBURNE RD, Anchorage Lot Size in Sq Ft: 43500 Total Bedrooms: 4 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N 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 Issued By MUNICIPALITY OF Community Development Department Development Services Division 6 On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-371-02 Property owner(s) Duke & Rebecca Bertke Day phone Mailing address P.O. Box 113302, Anchorage, AK 99511 Site address 12840 Shelburne Road Legal description (Sub'd., Block & Lot) Knik Heights, Block F, Lot 2 Legal description (Township, Range & Section) Lot Size 43,500 Sa. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Absorption Field ❑ Initial ❑ 4�egLcTank y ❑ Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ TYPE OF DWELLING: Single Family (SF) ❑ (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) 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. owner or authorized Permit/Rush Fees: aOO — Waiver Fees: _ Date of Payment: lo16112 Date of Payment: Receipt Number: ossa G Receipt Number: Permit No. Waiver No. Permit App_9-1-12.doc Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(caoanengak.com October 3, 2012 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519 Subject: Knik Heights, Block F, Lot 2 Septic Tank Replacement Permit Request Ladies and Gentlemen: I am writing to request that a permit to install a new 1250 gallon septic tank be issued for this lot. The proposed systems will serve an existing four-bedroom house. Currently the lot is developed. The existing septic system was designed and installed for a four-bedroom house and is operating adequately for four bedrooms. The existing 1250 gallon septic tank has collapsed and is exposing raw sewage to the environment. The existing tank will be abandoned per code. The surrounding lots are served by private wells, and there are no wells within 100 feet of the proposed septic tank. This lot is served by a private well that is over 100 feet from the existing drain field and proposed tank. PES will verify all required separation distances at time of installation. 1. Upgrade Tank Design. a. See Sheet 1 of 1 of the plan set 2. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: Lot 2 slopes from northeast to southwest at approximately 15% in the area of the tank replacement. The proposed installation will be located in the southwest portion of the lot next to the existing septic tank and absorption system. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 1.12 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 10021.7, Anchorage, AK 99510-0217 Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 -L-1 41 7] 10' UTILITY EASEMENT 'Z/ 12509 SEPTIC TANK (P) WELL I (E) 3; INSTALL DCO of V) 4BR HOUSE Ld (E) of LLJ z 5.0 115.1 D of 'MIN Co V) COLLAPSED 1250g SEPTIC TANK (E) ABANDON PER CODE-..._ 10' UTILITY EASEMENT Z71 -1 F - WELL (E) NOTES:ote PAMONE ENG SVC, LLC D10/3/12 TANK REPLACE P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .... .. ......ve Scale KNIK HEIGHTS, BLOCK F, LOT 2. P.I.D. NO 017-371-02 DUKE & REBECCA BERTKE 12840 SHELBURNE ROAD . e ' P a e E 81 9 P -N -MIT —N 0 Ospxxxxxx PLAN ANCHORAGE, AK 99516 ...... Sheet 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL. PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 LStreet -Anchorage, Alaska 99501 Telephone 2.64-472.0 ON-SITE SE=WAGE; DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME`--- PHONE NEW `l>•'� `7�� UPGRADE MAILING ADDRESS q70 7 k&l- VIN ANCAV 29C5,011 LEGAL DESCRIPTION Lin KNII� F1_(6 LOCATION NO. OF BEQFJOOMS Well Absorption area Dwelling L) DISTANCE TO: ' y �,� 1-1_-� PERMIT NO. �� a No. of compartments F- Z Nh Manufacturer „� Material L Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth Zz DISTANCE TO: Well Dwelliny PERMIT NO. O_ Manufacturer Material Liquid capacity in gallons n -1 y uj _w ;E! DISTANCE TO: WeII--� Foundation �' No. of lines Length of line Total Nearest lot li� e � PERMIT NO. te 7 _]w H2 a each _ length of lines J 1 Trench width inches Distance between lines -°�---4 cc F tr o Top of rile to finish grade _ _ �� Material beneath the Total effective sorption area L I-" � � inches ;J /(, �.`-'7^ LLl Length Width Depth PERNO. MIT CL E- w° Type of nib Crib diameter Crib depth Total effective absorption area m DISTANCE TO: Well Building foundation Nearest lot line r Class Depth Driller Distance to lot line PERMIT NO. w DISTANCE TO: Building foundation Sewer line Septic tank Absorption area (s) OTHER PIPE MATERIALS - G -�% SOIL TEST RATING f INSTALLER REMARKS seEti. 0.,p fif"1 •• ._ ryry�� ••• ••eor ••••• •-•'J I APPROVED DATE LEGAL v d , r i� b, �I i K ; THE LENGTH DIMENSION PS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTHNCE 8ETWEEN THE SURFHCE OF THE GROUND HND THE BOTT0M UF THE EXCHVHTION (IN FEET) THERE lS NO SET WIDTH FOR TRENCHESK, THE GRHVEL DEPTH IS THE MINIMUM DEPTH OF GRHVEL 8ET14EEN THE OUTFHLL PIPE HND THE BOTTOM OF THE EXCHVHTION (IN FEET) Q TET kit 1- 9 1 lot HE! A 0 M; ER 12� T'�h: oil -1 - not ov I K !G 1: 10 Q — 2. 00 Gs 110 �M 1. 1.. CA UJI I�15; PEW [T HPPLICHNT HHS THE RESVMS IBILITY TO INFORM THIS DEPHRTMENT DURIHS THE INSTHLLRTlON INSPECTIONS OF FINS? WELLS HDJHCEMT TO THIS PROPERTY HND THE NUMBER 0F RESIDENCES THHT THE WELL WILL SERVE ��� 1- 1,11 pit v: K: > X WH to MEE C1 T- 1: 11) P -A AG too 10-,� �H: �i::� 11 1' IK: I!E�:,K --� BHCKFILLING OF MY SYSTEM WITHOUT FINAL. UISPECTION RMD HPPROVHL BY THlS DEPHRTMENT WILL BE SUBJECT TO PROSECUTIONL �111�:�:i:,: U�-1 - F:.:- K K TV EE HW EEO K Q it ft.. :1. A," 0; 02! lly SOILS LOG MUNICIPALITY OF ANCHORAGE ® + DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ❑ PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 ` SOILS LOG - PERCOLATION TEST PERFORMED FOR: SI C=lNA_9 p6NN 5,f, N DATE PERFORMED: 6/l('/& �- LEGAL. DESCRIPTION: Lo 1 ASKr— X(J1L(_ l g&'0 rS DEPTH SLOPE SITE PLAN (FEET) I 1-1 T—F--I I—ITI---- 1 2 3 4 5 6 7 8 9 10 11 12_ 13 14 15 16 17 18 19 20 COMMENTS �..C)AH ESUvdlN -SAN D14 (;aAVUtz L- I L_T"� 6"y U✓I-.U- G2A0e_b ISA t4 C)%/ j G Q'Z� \.J E L Ci a//St/11- Al,, //t/11- , (' :4C)TH �! �f 2225-E PERFORMED BY 72-008 (6/79) VVAS GROUND ,Iyyyy S ENCOUNTERED? ENCOUNTERED? VV L Depth to Water 0 P IF YES, AT WHAT F DEPTH? Reading Date Gross Time --[ Net Time Depth to Water Net Drop JUNE 25, 19/l /© PERCOLATION RATE 145 64,m"4M (minutes/inch) TEST RUN BETWEEN — FT AND __ FT S _CERTIFIED BY: (iS _DATE 6 k �L_ tiKivi C IJ FIJFI L IJA i'J C�i, ii`Ji .. 90' .']9 otod c 090-252130 1-. N111,... H`i "F"LO"IS" June 11� 1982 R&M No. 251057 ISI i.N NF H`i Mr. Steiner Hansen S. R. Hansen Construction Company 4707 Melvin Anchorage, Alaska 99503 Subject: Test Pit Inspection, Knik Heights Subdivision, Block F, Lot 2, Shelbourne Road, Anchorage, Alaska Dear Mr. Hansen: By your request, an inspection of a test pit dug by backhoe on the above named lot was conducted on June 10, 1982. The purpose of the test pit was for visual classification of soils in the area of a proposed drain field for a septic system for a new 4 bedroom house on the lot. The site is currently naturally vegetated with moss, ferns, grasses, spruce and birch trees. The lot slopes slightly to the southwest. The test pit was located approximately 70 feet north and 45 feet east of the southwest corner of the lot. Figure A-01 is a log of the center of the north wall of the test pit. In general, the soils disclosed by the test pit were complex interlayers of sands and gravels with local silt pockets. An organic mat of 0.5 feet thickness cover the ground surface at the test pit location. Underlying this, from depth 0.5 feet to 2.0 feet is red -brown silty sand with some gravel. This stratum overlies a clean, gray -brown sand with some gravel to a depth of 3.8 feet. A discontinuous pocket of light gray silt with trace sand and trace gravel occurs as the next logged unit. This silt pocket varies in thickness and elevation along the length test pit wall. The silt is underlain by a discontinuous layer of fine sand with trace of gravel, light gray -tan in color between depths of 4.5 and 5.7 feet. Between 5.7 and 10.0 feet, a gray sandy gravel stratum was found. Gravels ranged from 'a inch to 212 inch size. From 10.0 feet to the termination depth of 11.3 feet a layer of light gray brown fine sand was disclosed. No groundwater was observed in the test hole. If you require any further information on testing in regards to this project, please do riot hesitate to call. Very truly yours, M NSULTANTS, INC. lie Lawrence N. Perko, P.E. Senior Geotechnical Engineer LN P/kbo iHcIt, C .101IO IAGL Ft ABAC-7, .;A, IFORFrn .LA51(R ;;51::. ....dSiCA 6a,If TP -1 6/10/82 0' ORGANIC MATERIAL — — — — — 0.51 SILTY SAND WITH SOME GRAVEL Red -Brown, Very Moist Lose To Med Dense ------------ 2.01 SAND WITH SOME GRAVEL AND TRACE SILT To Some Silt At 3'-3.5' Gray -Brown, Moist, Med Dense ------------- .r SILT WITH TRACE SAND AND TRACE GRAVEL D L G SAND WITH TRACE GRAVEL D Moist / Light Grey -Brown ------------ 0' ORGANIC MATERIAL — — — — — 0.51 SILTY SAND WITH SOME GRAVEL Red -Brown, Very Moist Lose To Med Dense ------------ 2.01 SAND WITH SOME GRAVEL AND TRACE SILT To Some Silt At 3'-3.5' Gray -Brown, Moist, Med Dense ------------- 3.8 SILT WITH TRACE SAND AND TRACE GRAVEL LLght GrayLSlicghtL1y Moist —4.5' SAND WITH TRACE GRAVEL Very Fine To Fine, Slightly Moist / Light Grey -Brown ------------ 5.7' SANDY GRAVEL WITH NO TO TRACE SILT Grave]. a"-21," Gray, Slightly Moist Medium Dense To Dense -------_---- ]-0. 0' SAND Light Gray, Slightly Moist No Groundwater Encountered DWN CKD. GATE. JUNE- 11 SCALE. I"=2' R&M `60NSULTANTSI INc. FNo1NFFR• OFpL.Q..TF PLANNER• a . . V FVOR• 11.3' T. D. TEST PIT LOG KNIK HEIGHTS SUBDIVISION BLOCK F, LOT 2 FB. GRID. PROJ.N0.2.51057 DWG. NO A-01 S -C -AU -F7-', 1'— -9-0' /-07" / - c) I %,V 3 13-7 o0 (3) E p 0 'u O'LMUT-r z W nQ O it i J 41 Z it I, (lic rc.;'.o! i''.. ; il f' or builder, prio! - to colti-Ictioll, to \'T ,"" t' iwl� to 2ljc� to dctcmli-.I- t!o L"i 'If cmvnaiit, or rveitncf.ions wlmh cio not jj[lj)L LI 071 t1.(' rLxx)Fd(-cl sul�d!\ision plat. FB V/ GRID -'�-7 i3 CKD CONSULTANTS, MIC L K. F PROJ.N(a 17 DATE M -W DRILLING, Inc. O. Box 4122.4 a 13120 International Airport toad (907) 2744611 ANCHORAGE, ALASKA 99509 DRILLING LOG Well Owner_— ',cc -- -- — - Use of Well Location (address of: Township, Range, Section, if known; or distance main road Size of casing—.1 of. Hole—._:__::—_feet Cased to--ice—feet Static water level. - TE. (aoove) (below) tams surface. l"Imsh of well (check one) open end Screen ( ) ; Perforated Describe screen or perforation_' Well pumping test at-- _gallons per (hour) (minute) for _hours with ' _ft. of drawdown from static level. Date of completion --__:.__T W€.LL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness TO --_- 1 5 - - - - - - - V INTMV s Cep°Lified (ontrairtctx ----- 3—CONTRACTOR _-- --TO TO- — — TO— _- 1 5 - - - - - - - V INTMV s Cep°Lified (ontrairtctx ----- 3—CONTRACTOR Time APPLV ',NT FILLS OUT UPPER FIA ' ONLY Property Owner Time Date Mailin Address 9. :-:' Zip Code ;",hone BuyerAddress Zip Zip Code Lending Institution Inspector Inspector Phone Address _ Zip Code Realty Co. & Agent Phone Address Zip Code Legal Description� "7 Street Location MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTII "< Type of Residence ENVIRONMENTAL PROTECTION Single Family f ❑ Multiple Family No. of Bedrooms 7 ❑ Other Water Supply �dividual �7 OLlga ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. ❑ Community _ For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility its Sewer Disposal ( ) CONDITIONAL APPROVAL' P—rndividual b� c t I Year Individual Installed: ❑ Public Utility When Connected to Public Utility: _ ❑ Holding Tank 1/SSI %� 7 ' k v, NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date _k Date LA -\cA-�l Inspector Inspector Inspector Inspector Field Notes: c k MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTII "< ENVIRONMENTAL PROTECTION RECEIVED (4 -)-APPROVED BEDROOMS _ 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received g `1� Well to Tank Septic Tank Size (a S�