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Home My WebLink AboutRABBIT CREEK #2 BLK 1 LT 5Rabbit Creek #2 Lot 5 Block 1 #017-063-34 Inspection Report_t-1=12.d6c 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: OSP141179 PID Number: 017-063-34 ❑✓ New ❑✓ Upgrade Name: HENRY ELIAS ABSORPTION FIELD ❑✓ Deep Trench ❑✓ Shallow Trench ❑ Bed ❑ Mound Address 7040 OUR OWN LN ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 2 _ 5GPD1SF 1 Ft. LEGAL. DESCRIPTION Depth to pipe invert from original grade 0.5 Ft, Gravel depth beneath pipe 0.5Ft. Subdivision y� 2�- Block Lot Fill added above original grade 2 Ft. Gravel length 12 Ft. RABBIT CREEK�'j 1 5 Township Range Section Gravel,Mdth 5Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer. Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 60 Ftp Ft. Well 129.7 116.8 N/A N/A N/A TANK ❑ Septic+❑ S.T.E.P. ❑ Holding ❑ Other Manufactureracity ANCHORAGE TANK Cap15000al. Surface Water 110.7 123.2 N/A N/A Material Number of compartments Lot Line 98.5 53.4 N/A NIA STEEL 2 NA Foundation 38' 45.6 N/A NIA LIFT STATION Manufacturer Capacity Curtain Drain N/A N/A N/A N/A ORNENCO 250 Gal. Remarks Pump on level at +40 in, Pump off level at +36 in. High water alarm at +45 in. Pump make and model P2005-1 P Electrical Inspections performed by Mike Green, MoA BS PIPE MATERIAL House to tank Tank to 3034 drainfield Installer - A+ Home Services, LLC Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCHMARK (Assumed elevation) 100ft Inspection r 19 9(26/2014 - a Location and description - dates 2 FRONT DOOR THRESHOLD 3.d 4m COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date $�� y�P,•••'_ even ' onnoRe�' Approved fit/. rae-� DateI X17 Inspection Report_t-1=12.d6c ANEW 1500 GAL S.T.E.P TANK WITH AX20 POD o �& AUX LIFT STATION NI I� /OLD DRAINFIELDS—L L��S1 - ABANDONED PER -CODE 4000 GAL_, _ HOLDING TANK. ABANDONED PERF CODE i I ml 14 •o \ \ p gAgglT � UPGRADED DRAIN FIELD �20 LF X 5' WIDE, 0.5' E.D., 1.0' TD -_- -- � AMA Al `- \41 DRIVEWAY- \ %I — TH1 - I WELL (Q 129,7 1168 \ \ A B 2 BEDROOM 1117 HOUSEI I / NOTES RECORD DRAWINGS COMMENTS DRAWN BY: DRAWN BY: NJC PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK #2 BLK 1 LT 5 HENRY ELIAS 7040 OUR OWN LN ANCHORAGE, AK 99516 Steven�Pann one P,,,•. CE 8149 ,-,c& Date 5/1/2015 Scale C 50' P.I.D. NO PERMIT NO. OSPi 41179 Sheet 20F 3 A B FC 5.0 15.5 T1 40.0 55.2 -+M'Fbi 46.3 62.3 ,4W2-- -48 3 64.7 M1 54.0 67.1 M2 47.1 55.9 NOTES RECORD DRAWINGS COMMENTS DRAWN BY: DRAWN BY: NJC PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK #2 BLK 1 LT 5 HENRY ELIAS 7040 OUR OWN LN ANCHORAGE, AK 99516 Steven�Pann one P,,,•. CE 8149 ,-,c& Date 5/1/2015 Scale C 50' P.I.D. NO PERMIT NO. OSPi 41179 Sheet 20F 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 3. SCOPE OF WORK: INSTALLED NEW 1500 GAL S.T.E.P TANK WITH AX20 POD & A✓JX PUMP VAULT AND SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. NO APPARENT WATER TABLE WAS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 5 FEET BELOW EXISTING GRADE. 2' OF FILL WITH RIGID INSULATION FILTER FABRIC AND 2' RIND INSULATION FG ELEV. 105.0 0.� DRAIN ROCK rs & v OG ELEV. 99.0 1 ;" e PERF PIPE FILL 0.5' DRAIN ROCK jH— 2' SAND -- - INV ELEV. 98.5 50 -_ - TOP OF MOA ELEV. 196.0 - _ BOT ELEV. 95.0 � MOA TYPE 2 FILL —80 9t.0 SECTION FILL mo > > 0 0 �H, RIGID INSULATION ttz sz 0 0 a 1 ZQ ZQ N N of a FILTER FABRIC ZLH o,. DRAIN ROCK 6" ABOVE of Q ZW PIPE INV OF J J �Q Q U U 7 n I 1 Ya" 4 PERF PIPE 5' gg 7 Ye" HOLES ® 24" O.C. 5' 4.0 1500 g S.T.E. P. _-- - I - _... -_-... SAND 953 TANK (N) Wl GROUNDWATER MOA TYPE 2 FILL AX20 POD PROFILE ABBREVIATIONS CU COPPER PIPE DUTIDESIGN PARAMETERS LEGEND TH TTEST OLEON PRIMARY/RESERVE SEPTIC SYSTEM W WATER LINE/ FC FOUNDATION CLEAN OUT NO. BEDROOM: 2 (300 gpd) WELL RADIUS T# TANK CLEAN OUT NO. TANK SIZE: 1500g STEP TANK C# CLEAN OUT NO. PERC RATE = 7.4 MPI SS NEW SEPTIC M MONITOR TUBE NO. SOIL RATING: 5 GPD/SF R. RIGID INSULATION AREA ROD: 60 SF DCO DOUBLE CLEAN OUT SYS. TYPE: 5 WIDE TRENCH 0.5'ED DV DIVERTER VALVE RF: — MIN LENGTH: 12 LF FS FLOW SPLITTER BFG BELOW FINISH GRADE USED: OG ORIGINAL GRADE 12.0 LF X 5.0' WIDE, 0.5' E.D., 1.0' TD - FG FINISH GRADE TOTAL AREA: 60 SF TS&V TOPSOIL & VEGETATE FF FILTER FABRIC NOTES: ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 ��_oF A�jkk i.�P� ' qs��+ Date Det1/7/2015 'ECORD DRAWING Scale PHONE (907) 272-8218 FAX (907) 272-8211 / ...... ••� NTS P.LD. NO RABBIT CREEK #2 BLK 1 LT 5 HENRY ELIAS ..... ... .. ........ �StevenE Stanna�/ �� On -063-34 PERMIT N0. 7040 OUR OWN LN ANCHORAGE, AK 99516 moi' i hrF D ' p�\—' (Y" l\��` "�� OSPI41179 DESIGN DETAILS Sheet 3 OF 3 P.O. Box 146650 - 4700 Elmore Road Anchorage, Alaska 99519-6650 Infix and llolp: (907) 343-8211 INSPEC'TICON: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report 7.21/2014 License%Apt?: RETROE141368 may- Municipality of Anchorage Inspection,5_ 310508 'type DYHETRO Community it Development Department Address: Development Services Division , 01706334000 P.O. Box 146650 - 4700 Elmore Road Anchorage, Alaska 99519-6650 Infix and llolp: (907) 343-8211 INSPEC'TICON: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report 7.21/2014 License%Apt?: RETROE141368 Parent APP'. Inspection,5_ 310508 'type DYHETRO Status: Open Address: 7040 OUR OWN LN Parcel: 01706334000 inspector: Mike Green Project: Resp Party: Desc: Retrofit Permit via DPInstalling power controls lift station - Address: Anchorage, AK, 9951.6 Inspection hem twin Description Evaluation Originally Cited Code Description Electrical Electrical inspection Approved Result Notes- Septic electrical underground, rough and final 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: OSP141179 Tax Code Number: 01706334000 Work Type: Septic Upgrade Permit Effective Dates: July 02, 2014 to July 02, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RABBIT CREEK#2 Site Legal Address: RABBIT CREEK#2 BILK 1 LT 5 G:2939 Owner/Address: ELIAS HENRYA 7040 OUR OWN LANE ANCHORAGE AK 995163731 Site Mailing Address: 7040 OUR OWN LN, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 71948 Total Bedrooms: 2 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: .� 0A Community Development Department �` Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION 06 Parcel I.D. 017226`-34 Property owner(s) HENRY ELIAS Day phone Mailing address 7040 OUR OWN LANE, ANCHORAGE, AK 99516 Site address 7040 OUR OWN LANE, ANCHORAGE, AK 99516 Legal description (Sub's., Block & Lot) RABBIT CREEK #2 BLOCK 1 LOT 5 Legal description (Township, Range & Section) Lot Size 71,948 So. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field X❑ Septic Tank X❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 2 APPLICATION IS AN: Initial ❑ Upgrade X❑ Renewal ❑ TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings jj ii M q(SF and/or D) W*M BL JUN 0 6 2014 THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: lekS Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. of property owner or Permit/Rush Fees: 669 — Waiver Fees: a15," Date of Payment: (o A'// (1 4 Date of Payment: '�La 11v Receipt Number: 6_75bli- n Receipt Number: 08svq & Permit No. ot2 &N 11-7 1 Waiver No. 09:014 I2 3,2 Permit App_-'-: - El Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@[)aneneak.com June 27, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek #2 Block 1 Lot 5 Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a new septic system be issued for this property. The proposed systems will serve a existing two (2) bedroom house. Currently the existing house is served by a holding tank. The proposed system will utilize a 1500g S.T.E.P. tank and a conventional drain field. The surrounding developed lots are served by private wells. There are no wells on surrounding lots within 100 feet of this system. Soils. We performed one test hole on this lot, and groundwater was monitored on 5/28/2014 and ground water was observed at 5 feet below the ground elevation in the test hole monitor tube. From 0.5' to 3' was an sandy gravel with silt, al layer of silt form 3-4' and a silty sandy gravel from 4-8'. It is my opinion, based on the results of the soils tests, the use of a category 3 system and overall soils appearance; an application rate of 5 gallons/day/square feet should be used for a Advantex wastewater system. 1. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from the northeast to southwest at approximately 4% in the area of the proposed drain field. There are no steep slopes within 50' of the proposed drain field. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-821.8 FAX: (907) 272-8211 Page 2 of 2 4. Waiver Request for use of Engineered Receiving Soil (ERS). I am requesting a waiver to the 1992 Code to use the proposed Code Update Section of Engineered Receiving Soils (ERS). Below I will detail my request justifying the use of ERS: a. Two test holes were excavated, one by PES in 2014, and one by Hery A. Elias in 1999. The soils logs are attached. Ground water was monitored in both test holes. b. This design proposes to use two types of ERS. The base soils that will act as an interface between the existing soils and the soil absorption system (SAS) will be MoA Type II or Type IIA, which has a specified gradation per MASS. This interface will be approximately one foot in depth and will be compacted to approximately 80 percent to allow free flow of the effluent through it into the native soil using MoA Waste Water Code application rates. The infiltration area of the interface between the ERS and the in-situ soil was based on the 7.4 minute per inch percolation rate of the in-situ receiving soil. A two foot thick filter sand layer will be placed over the MoA Type II material to act as an interface between the SAS and ERS. c. The SAS is sized assuming a percolation rate of the ERS soil, assumed 6-15 MPI, which gives an application rate of 5 GPDSF. d. The system will protrude above the ground surface. The cover of the system will produce a mound, which will have at a minimum, three to one side slopes and six inches of organically rich soil to promote the growth of vegetation. S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 1508GAL S.[[.P -- `., TANK WITH ALIFT �.`STATION (PADYANDT[X) � OLDDR&� 4000 6AL7-- ----`. |''"L""`"''"`'` ABANDON PER \ ' ^��v rmwax,vxmnFIELD V~/ 0\sl U ~ 2 BEDROOM � HOUSE ,100' CREEK SET BACK � DRIVEWAY TU1 \ � / / \ / NOTES: ^ 1.RBW0YEANY PART OF[X|SONORELDFOUND W�H|N 10 OF PROPOSED SEPTIC SYSTEM 2.LOT LINES, WELL RADIUS AND 1VV^CREEK SETBACK SHALL BE/ STAKED DYAREGISTERED NOTES: PANNONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK #2 BLK 1 LT HENRY F[J/\3 7040 OUR (}WN LN PLAN | ANCHORAGE, AK 99516 6/25/20141 PID NO 017-063-34 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 3. SCOPE OF WORK: INSTALL NEW 1500 GAL S.T.E.P TANK AND SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. PRIMARY SYSTEM WITH RIGID INSULATION (3' WITHOUT INSULATION) —30 GW m rtRr rlrc 2' SAND —4.0 ML MOA TYPE 2 FILL 1500 g S.T.E.P. TANK (P) W/ PROFILE DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 2 (300 gpd) TANK SIZE: 1500g STEP TANK PERC RATE = 7.4 MPI SOIL RATING: 5 GPD/SF AREA RQD: 60 SF SYS. TYPE: 5 WIDE TRENCH 0.5'ED RF: — MIN LENGTH: 12 LF USE: 12.0 LF X 5.0' WIDE, 0.5' E.D., 1.0' TD TOTAL AREA: 60 SF GROUNDWATER COPPER DIP !' FILL (3' WITHOUT RIGID INSULATION) w TEST HOLE —RIGID INSULATION �w T# mo C# CLEAN OUT NO. nLTER FABRIC H R.I. DRAIN ROCK 6" ABOVE PIPE INV 0a z z �w F 1 Y4" 0 PERF PIPE 0 0 )(3" HOLES 0 24" O.C. 0 O 0 O Q Q DU z z 1 SAND H GROUNDWATER MOA TYPE 2 0 /—il- 1500 g S.T.E.P. TANK (P) W/ PROFILE DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 2 (300 gpd) TANK SIZE: 1500g STEP TANK PERC RATE = 7.4 MPI SOIL RATING: 5 GPD/SF AREA RQD: 60 SF SYS. TYPE: 5 WIDE TRENCH 0.5'ED RF: — MIN LENGTH: 12 LF USE: 12.0 LF X 5.0' WIDE, 0.5' E.D., 1.0' TD TOTAL AREA: 60 SF GROUNDWATER COPPER DIP !' FILL (3' WITHOUT RIGID INSULATION) m, TEST HOLE —RIGID INSULATION �w T# TANK CLEAN OUT NO. C# CLEAN OUT NO. nLTER FABRIC H R.I. DRAIN ROCK 6" ABOVE PIPE INV 0a DOUBLE CLEAN OUT DV DIVERTER VALVE FS 1 Y4" 0 PERF PIPE BFG 5' )(3" HOLES 0 24" O.C. ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE 1 SAND GROUNDWATER MOA TYPE 2 LEGEND —W— WATER LINE/ WELL RADIUS — SS — NEW SEPTIC ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: PANNONE ENG SVC LLC �� OF q ��l Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 r 'C�••..' .:gSll, s/zs/zo14 PHONE (907) 272-8218 FAX (907) 272-8211 /wc.)*- '�y+� scale #.; NTS �...... .'..� P.I.D. NO RABBIT CREEK #2 BILK 1 LT 5 ...... -063-34 HENRY ELIAS Steven nnone / PERMIT NO. 7040 OUR OWN LN ��t CE s14s r/ OSP141179 DESIGN DETAILS ANCHORAGE, AK 99516 ��,,EDy�"�= � Sheet OF 4 4" JIM CAP. 4" PUMP -OUT SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION ADVANTEX DESIGN PRIMARY SYETEM ADVANTEX AX20 POD 24 INSULATED BUOYANCY CALCULATION WEIGHT CALCULATIONS BUOYANT FORCE = WEIGHT OF WATER DISPLACED 1500 GAL * 8.33 P/GAL = 12,495 # UP COUNTER WEIGHT ASSUME WATER 0 5'- ALL SOIL UNSATURATED ASSUME ANGLE OF REPOSE = 0' ASSUME BEDDING DOES NOT ADD TO FORCE DOWN ASSUME TANK HAS NO WEIGHT WEIGHT OF NATIVE SOIL 120 PCF AUXILIARY PUMF BASIP PASSIVE AIR ((4x5.3x10)-[(4*PI(1)�2)+(5.3*3*2.5)])x120 PCF = 19,162.8 DOWN 19,162.8 # DOWN > 12,495 # UP THEREFORE WILL NOT FLOAT NOTES: PAMONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK #2 BLK 1 LT 5 HENRY ELIAS 7040 OUR OWN LN SITE SECTION ANCHORAGE, AK 99516 *f, NTS .... .. .. ... . :.. P.I.D. NO 17-063-34 te; en 'R..P4apnnone j PERMIT NO. �ri�s�'71/ OSP141179 3 OF TEST HOLE 1 OR ORGANICS i CLOCK NETTIME WATERTIME LEVEL READING NET DROP SLITY SANDY 4:59 SM/GW 6.01 2 2 GRAVEL 3 10.26 4.25 3 5:31 IMPERVIOUS SILT 4.84 ML AND CLAY 4 30 MIN 9.23 5 5 5/2812014 — — 512 912 01 4 6 6:33 SILTY SANDY 9.15 GM/SM 7 GRAVE 8 BOH 9 10 11 12 13 14 15 16 17 18 19 20 DATE PERFORMED: 5/22/2014 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? SEEPINGATS' DEPTH TO WATER AFTER MONITORING? -5.0'- DATE: 5/28/2014 5/29/2914 SAME WATER LEVEL 85 W/. SLOPE TH X READING DATE CLOCK NETTIME WATERTIME LEVEL READING NET DROP 1 5/22/14 4:59 --- 6.01 — 2 5:29 30 MIN 10.26 4.25 3 5:31 — 4.84 -- 4 6:01 30 MIN 9.23 4.39 5 6:03 — 5.11 -_ 6 1 1 6:33 30 MIN 9.15 4.04 PEROLATION RATE 7.4 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4.5 FP AND 5.5 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. PERFORMED BY: Steven R. Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES:Date PAMOONEENG SVC. LLC r �� QF A�\gSli' 6/23/2014 7 RA FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211irc'�Q'• y++ Scale NTS .... ... . ... ... P.I.D. NO RABBIT CREEK #2 BILK 1 LT 5 .. w..../ 7-063-34 £{e HENRY ELIAS ven R: Pannone / PERMIT NO. ,•. CE 8149 j 7040 OUR OWN LN I+�s .• r OSP741179 SOILS LOG ANCHORAGE, AK 99516 ,�1j�p� sheet �T 40F4 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Henry A./ 24 Dayof June of201�byand between Ramona J. Elias herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex Filter Processinq System located at (legal description). Rabbit Creek #2, Blk 1 Lt 5 (7040 Our Own Lane) 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC) 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Henry A./Ramona J. Elias b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the riehts and oblieations of the oarties under this Maintenance and Reuair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By; �Z� (signature) Date: F gW /t/ ✓ A E 1t 4-S (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this c day of JyaY-1 e 20L't by C �U,4Nq 6rrc-4 srnTi=, or ALns1cA 9-&Z- NOTARY PUBLIC FOR ALASKANOTARY PUBLIC My Commission expires: (hare I IFS Gillian Err att - My Commission Expires: 0 1-av1� MUNICIPALITY: By: (signature) Date: (print name) Title: Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Disposal System and/or Well Inspection Report aWas'�te�gwater Permit Number. � I_q6 4a--? PID Number: 0I-� ` 10(03" 3 � _ Name: ��Y A, t= u� L Wastewater System: El New ElUpgrade _ Address: `7 f) L/ C) o wr o uTvq ABSORPTION FIELD Phone: No. of Bedroom$: ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mou d ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth fro riginal grade: GPD/Sq. . Ft. Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel d th beneath pipe _ Z P -A eo6 I— L 0 v:L 1 L Ft. Ft. Township: Range:' Section: Fill added above original grade: ravel length Fe Ft. WELL: ❑New El Upgrade Gravel width: Numberoflines: �_-- _ Distancebetweenlines: Ft. Ft. Classification (Private, A,B,C): ( a _ Total Depth: I Cased To: Total absorption area: Pipe material: Ft. SC. Ft. Driller: S ` _Ft. Date Drilled: Static Water Level: Installer: Date installed: Ft. Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: ll // _^ I/ Capacity in) gallons: From Tank Fiele Station Tank Sewer Lines /'S1'Ecf'7/�'N!'� T006) WelhIfo Material: Number of Co anments: Surface a a STATION to -3 Lot Size in gallons: _LIFT Manufacturer: Line '3U "Pump on" level at: "Pump off" level at: _ High water alarm at: Foundation Curtain — Pump Make &Model Electrical Inspections performed by: Drain V� U N _ BENCH MARK Remarks: __— Location and Description: -- Assumed Elevation: v ` ENGINEER'S SEAL IZ Inspections performed by: �s —Dates: 1st–/c2 2nd - .,.,...., Department of Health and Human Services approval C, -id Date: Reviewed and approved by: , 42. _1-1H 72-013 (Rev. 9/91) MOA 25 I TRACT I - /- - �0 dN �I R - 50 0 50 100 150 —1000 P50 300 ZALE,1" OO FT ABl�IS.� i / 8C C�40.5 49 40'gol h /ding tont Clean On; Hlul q — �BENCH Mld GREET � III _ � RpBglt i I ' I I 1 LOT 4 . *o 'At LOT 5 v �............ 49th ' os� 't sPD �I" 00/ j I I �, ., No. Cl-cE-2225 •,' r j / :<. r pRL1FESSOo�O� _-- �b��up� / BENCH MARK -- BOTTOM SIDING 100.00 FT — TOBBEN SPURKLAND P.E. RABBIT CRE'E'K LOT JC SEPTIC SYSTEM AS BUILT 203 W 15TH. AVENUE 7040 OUR OWN LANE DATE: DEC. 9, 1999 (NCH. AK. 99501 (907_279-3916 HENRY A. ELIAS SHEET- 1/2 GRID: 2939 --- --- PERMIT n 9I19904P7 PIP I1 017-063-34 RCR00051.D1/G REVERSED CLEANOUT 4—FT BURY 96.5 18, RAIN CAP 6' PUMP , BACKFILL WITH SAND AND GRAVEL HIGH WATER ALARM MERCURY SWTCH Fl I' X 10' CDNDUI T P GAL VANIZED L B. =rrT---r«rn= TT--Trr- 11=III 2—WIRE 12 GA. _ DIRECT BURIAL WIRE \ TU ALARM PANEL s6.5 PVC CDNDUi I T 755" r r r — /7' — STANDARD 4000 GAL HOLDING TANK .�� OF ��q �1♦ ANCHDRAGE TANK NO SCALE 49th ^:• TNBYEN SPURKLAND k No. CE -2225 1 � TF, •• •'•••ice i !� 1�;°RUFESSI�N��•� BENCH MARK: BOTTOM SIDING ASSUMED £L£V. 100.00 FT. TNBBEN SPURKLAND P.E. SEPTIC SYSTEM AS BUILT 6751 W. DIMOND BLVD. L�ll 5 RABBIT C SID M-2� HENRY' A. EL IA IAS nATE: DEC. � 1999 ANCH. AK, 99502-3904 7040 OUR DWAI LANE SHEET: 3/3 GRID 2939 <sn�� 48_5095 SW99O427 PID 017-063-34 RCR00052.DWG MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade 1,7 - L 99 to Date Issued: Dec 06, 1999 Expiration Date: Dec 05, 2000 Permit Number: SW990427 Parcel ID: 017-063-34 Legal Description: RABBIT CREEK #2 BLK 1 LT 5 Design Engineer: 0007 Tobben Spurkland, PE Site Address: 007040 OUR OWN LN Owner Name: Henry A. Elias Lot Size: 71948 SQ. FT. Owner Address: 7040 Our Own Lane Total Bedrooms: 1 Permit Bedrooms: 1 Anchorage , AK 99516-3731 'This permit is for the construction of: Disposal Field Se tic Tank ✓ Holdin Tank I Priv Private Well Water Storage p �_� p _l g �I y �_J 9 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 ( 1 BAAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. Received By: V >,Uc L�L� Date: [ Z -G " Issued By: 'Lj��—_ �� 'vv" _ Date:��– ir.S)PI )IRIQLA ��1[� P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 5 RABBIT CREEK S/D #2 HENRY A. ELIAS Municipality of Anchorage Department of Health and Social Services 825 L Street Anchorage, Alaska 99501 December 3, 1999 We are submitting an application for the upgrade of the septic system for this lot. The submittal consists of two (2) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/2), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/2) The septic system design is based on the following : Ground Water at 7 feet Pcat and silt from 0 to 7 Soil Not Suitable for Soil Absorption USE HOLDING TANK Number of Bedrooms 1 USE 4000 GAL Based on pumping capacity of 3500 gal per load Ground water at 7 feet. Up lift on tank when empty: No Problem The installation of this holding tank will not prevent development of adjacent lots, and will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 1999 MUNICIPALITY OF ANCHURAGE [NVIRONMENTAL SERVICES DIVISION IRAC1 1 ,-� % �ANEi Ou1N J •�� SUR � , , 50 0 50 100 150 —200 250 300 SCALE 1" --r00'`T. ' x75.00 1 TH I �I 00 gal p\Iding to k'�� i Clean Oul I Hous < ' I III � " �,C •' 1 LOT 4 i I 10107" ,LOT 5 I / �........... ....... 0...... ' :...... .............KLA ....�./ � ' T BBEN SPURKLFlNR �♦ �•� No. CE -2225 •• ti � / / r V1 70BBEN SPURKLAND P.F. RABBIT CREJf1X LOT S SEPTIC SYSTEM DESIGN -rI 203 W 157H. AVENUE 7040 OUR OWN LANE -(907). 279-3916 DATE: DEC. 2, 1999 ANCH. AK. 99501 HENRY A. ELMS SHEET: 1/2 GRID: 2939 _- v_�_ PERMIT H S1✓990XXX PID 8 YY RCR00051.19WG REVERSED CLEANOUT 4—FT BURY RAIN CAP TYPIC 6' PUMP ACCESS BACKFILL WITH SAND AND GRAVEL IIIGII WATER ALARM MERCURY SWITCH FL AT 18" -- i r: 17' --- S TANDARD 4000 GAL . HLL DING TANK .. �: q� gS1ANCHORAGE TANK 10 NU SCALF 49th ':_ No. CE _2225 •••• 'ROFESS i' X 10' CUNDUI T J° GALVANIZED LB. 2 -WIRE 12 GA PIRF_CT BURIAL WIRE \717 ALARM PANEL PVC CONDUI ] 7s.s' 0£NCH MARK: ASSUMED £LFV. 100.00 FT. TOBBEN SPURKLAND P.E. SEPTIC SYSTEM DESIGN 6751 W. D[MONO BLVD L17T 5 RABBIT CREEK S/D #2 ANCH, AK. 99502-3904 HENRY A. EL IAS na rE BFC. 3, 1999 -__. _. .___ 7R4(1 F111P FILmr I ANF SHEEEf� GRID. 293,9 LSW990XXX PID YY RCR00052. DWG c j � MunI:IFallty of Anchorage r �w DEPARTMENT OF -tEALTH & HUMAN SERVICES 825 "L" Stree(, Auchorage, Alaska 99502-0650 SOILS LOG — 13ERCOLATION TEST 11 1 PERFORMED FOR: A DATE PERFORMED., I2/31� LEGAI, DESCRIPTION: W t b L�ATSPsI i Township, Range, Section: DEFT LIZ—t-� �L SLOPE SITE PLAN IFE ) 1 / ?� �� N 2- 3 4- 6�letS�C B(a-rf V�Q 9 10 11 12 13 14 15 16 17 16 19 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT o,'p rH? Oei..L to Water Aller Monitoring? S L _� — PO E One: — Paadine Dote Gross Time Not Time Depth to Water Net Drop 20 PERCOLATION RATE lm,nutesnnch) PERC HOLE DIAMETER TLST RUN BETWEEN FT AND _ FT DISCLAIMER- Crnllndwater (anditions indicated are for the. dates shown only. Past and future presence 6.-id/or depth of grolndwater can not be predicted PERFORMED BY! `._._.y_ 4 V J _ _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUI: ELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4/85) GREA.L'R ANCHORAGE AREA BOR -.IGH �IIh Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME �''� MAILING ADDRESS_ l�•� h�''x y09 PHONE 34'gL LOCATION _v.-�-l/� �J-�'�'- `^�"��- _ LEGAL DESCRIPTION �z- SEPTIC TANK: DISTANCE NUMBER OF FROM WELL, MANUFACTURER..____.___ MATERIAL COMPARTMENTS- INSIDE- LENGTH__ INSIDE WIDTH_ LIQUID DEPTH TILE DRAIN FIELD j ,a� LIQUID CAPACITY GALLONS. TOTAL LENGTH q DISTANCE FROM WELL -FOUNDATION ------..NEAREST LOT LINE___ ___--_OF LINES -- / - NUMBER OF LINES-. DISTANCE BETWEEN LINES TRENCH WIDTHSG IN. TOTAL EFFECTIVE ABSORPTION AREA_ v "� SQ. FT. LENGTH OF EACH LINE __-.- DEPTH OF FILTER _ 1 DEPTH: TOP OF TILE TO FINISH GRADE __MATERIAL BENEATH TILE IN. ABOVE TILE WELL: TYPE- BUILDING FOUNDATION CESSPOOL - APPROVED._ DISTANCES: L•anGyairtyr:•tu NEAREST LOT LINE OTHER SOURCES DISAPPROVED INSTALLED BY: --- SEWER LINE-_ DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS Form EQ -032 IN. DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE , TANK , SYSTEM_ DIAGRAM OF SYSTEM DATE ��\q,\'i'k APPROVED G.A.A.B. n I if L-7 to ;j Nii 0 Ij (P � . . . . NI :0 0: :o : 0 :a : 0 : 0 C7- T7 IQ - id C-1 i! 4OX4�44449 )3 k3 .3 q q �3 611 H 64 'm :o H :o oa :o I-] al 0: 0: H H )i q H o3 og !q H im i?j !-3 H 61 )i M q L-7 to ��_�� C. T.=- � �� \ �PHRTMENT HERLTH HND ENVlRONMENTHi ROTECTION 2516 E TUDOR RD. I'd (7 276-2221 ' ICH P:_�' ��IF-,_!! 111 1: 1 XIVI;� �LICRNT GREG MOON SRH BOX 409H — jCHTION OVROM0 LDNE 1.. -1 L5 B1 RHB8IT CREEK SUBD #2 LOT SIZE TYPE DF SOIL H8SORBTION SYSTEM IS: TRENCH 762]0 SQUHRE FEET . 2V� /l o/ MHXIMUM NUMBER OF BEDR�DMS � ] SOIL RHTING (SQ FT/BR)�//22� — THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS� V., > 17: . F_ �� THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD THE DEPTH OF H TRENCH OR PIT IS THE DISTHNCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCRV8TICIN FEE, 0. THERE IS NO SET WIDTH FOR 'TRENCHES. THE GRHVEL DEPTH IS THE MINIMUM DEPTHOF GRRVEL BETWEEN THE OUTFHLL PIPE HND THE BOTTOM OF THE EXCHVHTION (IN FEET) :�� 11m,11 V .. VA 'Y 1 �FP, E..: �11�_ G.:� Lj 1. 1 P-." F_� B8CKFILLING OF HNY SY5TE1 WITHOUT FINALINSPECTION HND RPPROVHL BY THIS DEPHRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL HND HNY ONr-SITE SEWHGE DISPOSHL SYSTEM IS 100 FEET FOR H PRIVHTE WELL OR 200 FEET FOR H PUBLIC WELL SPECIFICHTIONS AND CONSTRUCTION DIHGRHMS ARE AVAILABLE TO INSURE PROPER INSTALLATION If F-1 ��(D 11 " I I CERTIFY THHT ' 1� I 8M FHMILIHR WITH THE REQUIREENTS FOR ON~SITE SEWERS HND WELLS RS SET FORTH 8Y THE MUNICIPALITY OF RNC ORHGE. 2� I WILL INST8LL THE SYSTEM IN ACCORDANCE WITH THE CODES ]� I UNDERST0ND THHT THE ON—SITE SEWER SYSTEM I MAY REQ�RE Et -41 HRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN ] BEDROOMS. SIGNED�__',��I HPPLICf UON ` ' ISSUED B DHTE_�-��~�_—.`.�~.�, � Test Bole 1 Depth in Feet From 0.0' 2..0' Elevation: Existing Ground To 2.. 0' 7.5' 7.5' 16.0' Bottom of Test Hole: Frost Line: Free Fater Level: Soil Descr.i. et 1 W.O. $17425 Peat_, Pt NFS/F-1, silty sandy gravel, GP, 15 J brown, wet, medium density, gravels to 1-1/2" F-2, gravelly silty sand, SM, gray, wet to damp, medium to high density, becoming more gravelly with depth � 16.0' None Observed None Observed Type of Unified Sample Depth M% Sample Class, 1 4.0' --- G GP 2 9.0' WET G SM 3 16.0' DAMP G SM Remarks: 1 Type of Sample, G = Grab 7 'Y /. f/o% l.0ca/-/0o Ske/ch M1fig °5%'00'6 33095000 5G.75 cQ o � - u0U°S5'OU"'.v 71G.e5 d.O.ln. _ -- —_—ti 30 i--�-20,, Utility E;m1. ---249.�j; 1 � — G 0° O Lo EI 7R,4 CT / 04 tit 0 eft IO.:OUriL F_sm 1. \ Z'' . n V -1 f 6h ^yV O• � s _L-__-...___ r 0•ig �_ O q:.910.00 0 n� i o Q�l�ly n �24 a5 riT'`/ n Il I• s �' o O o I 6 3 5 0 o o N I N G O % O I O hop O I; ( 10 - i I _- 21 a. '19 IBd. 91 385 a 30'E 1106.90 O 1 -0 I O / m 10>30 Utility Csrn 1. �po N I pa . 1 -y 0 1 �\L 90/000 1 0 00 0 CO n=I ' p � I hh b- ry I h 1 ^� h o p F n I �h 0 I' p O O I/ 'y. / 00\ n 1 ,� y 1i1 TTS u� - /ES] HO le Lo CSI -%ton No/ /0 sea /p- fi�nn•• 'A C/,�/--__ nn Mr. Steve McDowell 913 [Best 23rd Anchorage, Alaska 99503 4040 "8" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 July 2.2, 1975 W.O: 1117425 PROJECT: Lot 5, Block 1, Rabbit Creek Subdivision 112 SUBJECT: Subsurface Soils Study Dear Mr.. McDowell: Transmitted herein are the results of a test boring placed in the project property at the specified location and depth. The data is organized in this report as follows: Test Bole Location Sketch Figure 1 Test Hole Log Sheet 1 Standard Expl-anatory Data Sheets 2 to 4 The test hole was drilled by Denali Drilling, Inc., supervision, testing and report by Alaska Testlab. The test hole was placed by means of a truck mounted Mobile B-50 drill fitted with continuous solid flight auger.. Grab samples were taken from the buttings and the auger_ bit as needed. The test hole was placed on the 17th of. July, 1975, supervised, logged and sampled by Mr. Peter Ilerstek, technician of our staff. The overlying material consisted of 2.0 feet of peat. The soil from 2.0 to 7.5 feet was borderline with regard to frost - susceptibility and was a silty gravelly sand. From 7.5 feet to 16.0 feet (bottom of hole) the soil was a frost - susceptible gravelly silty sand becoming more gravelly with depth from 11.0 feet. No free water was observed at the time of. drilling. The Greater Anchorage Area Borough has established the amount of seepage area per bedroom required for a particular seepage pit based on the unified classification of the soil. We under- dA:t PZ January 4, 1979 Greg W, Moon :ttw r Ro"t o A Box 409A h nchorago, Alaska 93507 it;}; : . . L Rabbit �rr}e::lviiian �2uc. Thin department han no objoution to a trailer and house on the oubje at p oporty, aE long an :both dwellings are not: connected to the indivia nal wall, A phyrsical eaioc onYno ction m"n t be iia do from either thea house or trrilar, no That t:ho well, (serves only ono(1) dwollinct. if there are any further questions, ploa ,o cont aot t.hij office at 264-4720. sincerely, Robert C, Pratt, R,`3. Associate Necial.iat: R,C;"±'/1#1 cc: Security Pacific Mart gage At tentwion s Gordon Parks 1011 East; '1'tulor Read 99507 i - — ,—�--- - - t ;E RECEIVED - - - INSPECTION APPOINTMENTS _ TIME _ TIME '' EttE r TIME -- - - DATE. - DATE�1�`�� Z DATE---— Two ED Five ED MULTIPLE FAMILY ❑ Three`, Cl - Six INSPECTOR - - INSPECTOR - .INSPECTOR � Ica b gn�S ANCHORAGE MUNICIPALITY OF AN �IcirALliv OF PROTEC F ❑ - COMMUNITY_ OF HEALTH & ENVIRONMENTAL DEPT. OF ANC & depth (attach log if available.) 825 L Street • Anchorage, Alaska 96501 _- : ENVIRONMENTAL PWTECTION ENVIRONMENTAL SANITATION DIVISION 1c� g SIT 1 4 119BI C*) YEAR ON-SITE SYSTEM WAS INSTALLED. ' Telephone 264-4720 �� F7 ,�- :z ! E �:' /✓.` ' n1 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEV#),I f 1VE1[Vfl) DIRECTIONS: Complete all. parts on page 1. Incomplete requests will not he processed.. Please allow ten (10) days for processing. _ 1. PROPERTYOWNER - ----- C'-1 �1�]-�t^4 CCA.�OL F t J ----- �S U IiTD I\.)—T�J'-% PHONE_. -- q MAILING ADDRESS - - - PROPCRTY RESIDENT (If different from above)- PHONE 2, BUYER --®-------- ----- PHONE T. M P . ELL_I S---- MAILING ADDRESS - - - 3. LENDING INSTITUTION - n - PHONE MAILING ADDRESS - - 4. REALTOR/AGENT -- MAILINGADDRESS 5, LEGAL DESCRIPTION------ LC.7 STREET LOCATION �vP, (]wg�— LAtt- 6. TYPE OF RESIDENCE,�,N�l BER OF BEDROOMS - - Ni SINGLE FAMILY One CI Four ED `Other—_ Two ED Five ED MULTIPLE FAMILY ❑ Three`, Cl - Six 7.. WATER SUPPLY - - -- - --- ttl INDIVIDUAL* *ATTACH WELL LOG. A well log is required for all wells drilled ❑ - COMMUNITY_ since June 1975.. For wells drilled prior -to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) _ S. SEWAGE DISPOSAL SYSTEM - ry % -. INDIVIDUAL/ON-SITE" YEAR ON-SITE SYSTEM WAS INSTALLED. ' ❑ PUBLIC UTILITY �� F7 ,�- :z ! E �:' /✓.` ' n1 NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST 13EFORE PROCESSING CAN BE INITIATED, 72010 (Rev. 6/76) '�_1 t�E� 's ,i_ i U t - la�Y . ' `ice THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 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 ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED INSTALLER ❑Septic Tank or ❑Holding Tank Size: / y i) If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS f;J APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE � BY 72-010 (Rev. 6/79) PENINSULA ENGINE=ERING 2820 'C' Street, Suite #3 Anchorage, Alaska 99503 276-4855 October 9, 1981 Chris Sutton P.O. Box 10-1.234 Anchorage, Alaska 99511 Re: Sewer Absorption System Adequacy Test Lot 5 -Block 1 Rabbit Creek Subdivision #2 Dear Mr. Sutton: As per your request, I have performed the adequacy test on the absorp- tion system on the above described lot in accordance with the Munici- pality of Anchorage recommended procedures for a one -bedroom home. The system consisted of a septic tank and approximately 60 feet of trench in a tee formation with standpipes at both ends and at the tee location as well as at the septic tank. Two hundred gallons was added to the absorption system and the levels at both ends of the drainfield and at the septic tank were monitored at 40 gallon increments. (See attached tabulation). Based on the test data acquired, it is my opinion that the absorption system is fucti.oning adequately for a one -bedroom home. Sincerely, �p Wayne H nderson, P.E. WH:zc-p PENINSULA ENGINEERING Adequacy Test Client: Chris Sutton Address: NHN Our Own Lane Legal: Lot 5 Block 1 Rabbit Creek3i C�J� System: Septic Tank with Drainfield DEPTH WATER ADDED TOTAL WATER DATE TIME(min) SEPTIC TANK Drainfields (ppm) RATE ADDED (pal) East West 10/7 j 0 min 31" 1 16 1 84 0 0 j 10 min 32" j 18 j 86 4 40 j 20 min 34" 18 j 88 4 j 80 j j 30 min j 36" j 18 j 91 j 4 j 120 j j 40 min j 38" 23 j 93 j 4 j 160 j j 50 min j 39.5" 26 j 94 4 j 200 j 10/8 j 0 min j 31" j 18 85 j 0 j 0 j j 10 min j 33" j 18 88 j 4 j 40 j j 20 min j 35" j 20 91 j 4 j 80 j 30 min j 37" j 23 j 93 j 4 j 120 j 40 min j 39" 26 j 94 j 4 j 160 j 50 min j 39" j 27 jj 95 j 4 200 10/9 j 0 min 30" 18 j 86 0 1 0 i 'O:?i;Prt 825 "1 ST13EI 1 AINCHORAGE, ALASKA 995014! "- (901) 264-41 11 1 b a ,;SUL1_IVAN, ncrnw rM[N f Of Ili .A[. -i I AMP L 1"V.H'A-naEn I AI PIWI r(CTION September 21., 1981 Chris/Carolyn Sutton Post Office Box 10-1234 Anchorage, Alaska 99511. Subject: Lot 5 Block 1 Rabbit Creek Subdivision $2 Approval for the i-ndividual sewer and water facilities cannot: be granted until the following items have been completed: ti 1) The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. (2) The depression over the tank needs to be filled in with dirt and reinspected by this office. C(3) The septic tank pumped with a receipt submitted to this office. The number of gallons pumped need to be on the receipt and verified by a registered engineer. This is to verify the size of the septic tank. J(4) An adequacy test needs to be performed on the existing leaching area. This test will_ determine if the system is adequate according to National Standards. A listing 1�l of private firms performing the test is enclosed. This report will need to be submitted to this office for our. review. If there are any further questions, please call this office at 264--4720. Sincerely, James S. Roberts Associate Environmental Specialist JSR/ljw ALASKA CnUIROnMenTAL COnTROL HMO, InC. enyneerinq & enuironmentol Studies MUNICIPALITY OF ANCHORAGE -- DEPT. OF II'.L.. ..x ENVIRONMd NL,d. ,.:.;� CION o(I'l 2 9 t N81 RECEIVED 9/18/81 CHRIS SUTTON P.O. BOX 10-1234 ANCHORAGE AIC 99511 SELLER — CHRIS SUTTON BUYER— SUBDIVISION—RABBIT CREEK 32 BLOCK -1 IAT --5 ADEQUACY TEST FOR SEWER SYSTEK THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 686 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 2.17 GALLONS OF WATER PER DAY. THE SURGE CAPACITY. OF THE SYSTEM IS 15 GALLONS. THE SYSTEM IS UNACCEPTABLE BECAUSE WE RGE CAPACITY: IS LESS THAN 75 GALLONS. T1IE SEPTIC TANK WAS PUMPED ON 5/17/81 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 1 BEDROOM HOUSE. .S cv 2 s Y -u,-• � �? r r irnc, . Cu ,_ �<._� � � 1220 West 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 LSA Cog, Q WILL -78 MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 025 L Street - Anchorage, Alaska 50501 DEPT. OF HEALTH & ENVIRONMENTAL Pk:)TCCTION ENVIRONMENTAL ENGINEERING DIVISION 0it— Nov 2 0 1979 Telephone 264-4720 C (' CC I L�\� REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FRfi�I.S' E® DIRECTIONS: Complete all parts on page 1. Incomplete requests will not he processed. Ploase allow ten (10) clays for processing. 1. PROP :RTYOWNER --- ----------------- -- ❑ One ❑ Four ❑ Other_ PHONE MAILINGADDRESS ❑ MULTIPLE FAMILY PROPERTY RESIDENT (If different f om abovel PHONE 2. BUYER 91Kl/1' PHONE� MAILING ADDRESS 19 ❑ COMMUNITY 3. LENDING INSTITUTION -- flT��t%,' �nr d�7 5�'�l/P / %J PHONE l`�fl2lcs• 27�-/` • '� _�L�%/7�� MAI LING ADDRESS / 8. SEWAGE DISPOSAL SYSTEM 4. REALTOR/AGENT �� PI -ZONE g�,��•�— If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY MAILING ADDRESS NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 5. LEGAL DESCRIPTION Gr -T STREET I-OCA.T1aW-" B. TYPE OF RESIDENCE NUMBER OF BEDROOMS SINGLE FAMILY ❑ One ❑ Four ❑ Other_ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY - �f?T' INDIVIDUAL' ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well _❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM —�� '*If INDIVIDUAL/ON-SITE"" incliviclual/on-site, give installation (late If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72.010(3/78) I 1 1T.�I 72-010 (Rev. 3/78) Ww THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME T71ME TIME p, DATE IN )R 'Op INSPECTOR DI JACK BENNY'S AND ANCHORAGE CESSPOOL PUMPING - Star Route A Box 144 ANCHORAGE, ALASKA 99502 — —_ 344.2632 or 349.1131 DUMBER OF BEDROOMS THREE ❑ FIVE ❑ OTHER CUSTOMER'S ODDER NO. PHONE DATE -� 1 - FOUR ❑ SIX NAME Z ADDRE89 CASH" ' C.O:D..: CHARGE ON ACOT. MORE. '0.. PAID OUT Gl �� t iro. — 3. ... I C .. JI T T' RECEIVED BY TO DI T T(Gcco All clalms and returned goods MUST be mpanled by this bill. GV�� A 6 1i 4 ` - SERIES 609 Area Sewer Line Nearest t_Gt Line WELL TO:1�— Absorption Area to nearest Lot Line 5. COMMENTS t E�+- APPROVED FOR �— BEDROOMS _ CONDITIONAL APPROVAL (letter must accompa iy /r ertificat,) J n [j l� El DISAPPROVED I �t� CU DATE----�✓` .� BY (Title) r LEGAL DESCRIPTION 72-010 (Rev. 3/78)