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Home My WebLink AboutSUNDI LAKE BLK 1 LT 4Sandi Lake Block 1 Lot 4 #011-131-04 � , kyj I 1119 Ell] v i // Municipality of Anchorage AUG 26 2013 Community Development Department Page 1 of 3 On -Site Water & 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: OSP131049 PID Number: 011-131 —04 ❑ New ® Upgrade Name: ABSORPTION FIELD PAT MADLAND ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 8313 SUNDI DRIVE e ANCHORAGE, AK 99502 ❑ Other Soil Rating: Total Depth from original "ode, 1 Phone: No. of Bedrooms: (907) 351-9884 3 1.0 GPD/Sq. Ft. 10 FOOT MAX. Ft. Depth to Pipe invert from orignol grace: Gravel depth "moth pipe: LEGAL DESCRIPTION 2.94 Ft. 1 7.06 Ft. Subdivision: Block: Lot: Fill added above original grade: Gravel length: SUNDI LAKE 1 4 SEE DWG. Fl. 33+ Ft. Township: Range: Section: — Grovel width: Beds Number of lines: Distance between lines: — 2.5 Ft. — Ft. SEPARATION DISTANCES Total absorption area: 466 50. Fl. Number of trenches: 1 Diet between trenches: 1 Ft. TO Septic Tank Absorption Field Litt Station Holding Tank Public/Privola Sewer Lines From Well 100'+ 100'+ 100'+ — 25'+ TANK ❑Sept'IC ®S.T.E.P. OHolding ❑Other Yanulaclurar: Capacity: Surface Water 100'+ 100'+ 100'+ — ANCHORAGE TANK 1250 col. Notarial:Number of compartments: Lot Line 5'+ 10'+ 5'+ - N/A STEEL 2 Foundation 5'+ to'+ 5'+ - LIFT STATION C u rtoin Drain NONE KNOWN Manufxtwer. Capacity: ANCHORAGE TANK/ORENCO 1250 cal. 'Pump on' level at: 'Pump aff- level at: High water alarm at: Remarks: - 41" 41" 45" Pump Make d: Model: 20 OSI 05 HHF Electrical Inspections performed by: MOA PIPE MATERIAL SCH. House to tank D-3034 Tank to 40 PVC drainfield Installer Drainfield 2-3034 CO/MT D-3034 OWNER Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 Fl. Inspection Dates: 1st 6/15/13 2nd 6/15/13 Location and Dirrodplion: 3rd 6/17/13 4th 7/3/1 TOP OF CMU FLASHING NEAR POINT "B" ENGINEER'S L Community Development Department Approval ooboo p ��d OF . 00 '..VT -2 Conditional approval: Date: ....... ................� ' f r Garnes . oo� m E-79 m0 Q s ' eek 44044 Approved: Date: °r o f es slonao v i // PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: - OSP131049 011-131-04 1 � NOTE: THE Fes_+._- SEPTIC TANK AND LIFT STATION WERE COMPLETELY ABANDONED BY SHORELINE EXCAVATING, PUMPING, CRUSHING IN PLACE, ` AND BACKFILLING. THE OLD DRAINFIELD WAS (APPROXIMATE LOCATION) COMPLETELY ABANDONED IN PLACE. I TOP OF SLOPE T 3 :1; est •e c CARPORT WITHOUT C� * _ V `—RESERVE SITE EW 1250 GALLON DEEP BURIAL S.T.E.P. TANK. �\ NEW DRAINFIELD A B / DBI -1 26.1 10.5 / DBI -2 26.3 10.6 ST1 41.2 34.7 ST2 46.5 39.9 / MH 47.9 41.4 C01 67.5 64.0 / MT1 67.9 63.7 CO2 49.4 35.4 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS 3701 E MMR RORD. WOE 101 • A HOWE, M 9937 • PHONE (907)3]]-6119' FM (907)3 -3248 • KMEE: —Qcr awngnnrn9.0. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PAT MADLAND 351-9884 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SUNDI LAKE S/D; BLOCK 1, LOT 4 J.L.M. TYPE OF WORK: DATE. AS—BUILT OF SEPTIC SYSTEM UPGRADE 7/10/2( PERMIT NUMBER: AS BUILT DRAWING PARCEL INUMBER: OSP131049 011-11 31-04 F FINAL GRADE = 98.40 f STOP OF MANHOLE = 98.68+ TOP OF TANK AT INLET = 91.74 INVERT OF BUNG AT INLET = 91.16 ORIGINAL GRADE = 100.71 (HIGHEST POINT) ST1 1 ST2 MH - TOP OF TANK AT OUTLET = 91.83 NEW 1250 GALLON S.T.E.P. TANK 'INAL GRADE = 101.00-103.5 INSULATION (PER OWNER) FILTER FABRIC INVERT OF PIPE = 97.77 — BOTTOM OF TRENCH = 90.71 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE = 84.71. TEST HOLE DRY ON GARNESS ENGINEERING GROUP, Ltd. p°OA ; 9 H `•7 CONSULTANTS S GENERAL CONTRACTORS """' "' """"""""'.. 3701 E. MOOR ROM. SUITE 101 • MCNORNCE. " 99507 • P ONE (907)307-6179 • FM (90)336-3246 • NESSTTE:....90em, glq rng.COm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••••••• •.••.... PAT MADLAND 351-9884 3 OF 3�QO a A. Gorn Ss; LEGAL DESCRIPTION: DRAWN BY: O s E-79 •''.`� SUNDI LAKE S/D; BLOCK 1, LOT 4 J.L.M. ��reP •�.�l.Ci•t3Fcoo 4 dOOOoao TYPE OF WORK: DATE: 004ofesslon O PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE 7/10/2013 Municipality of Anchorage \` Community Development Department - Development Services Division P.O. Box 196650 - Anchorage, Alaska 99519-6650- 4700 Elmore Road Info and Help: (907) 343-8211 °fN OQ pit INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report - Electrical APPLICATION NO. RETROE131292 Master/Standalone Permit Permit Type: Electrical Res Notes:AARON CALL 30 MIN B4 INSPECTION 242-5211 Schedule Da e: / 5 201 Preference:PM Inspection #: 254088 Contacts ner MADLAND PATRICK S & COOK BOBBIE J Contractor (907)622-3607 POWER LIGHTING AND CONTROL, LLC— 13841 SAVAGE DR Inspector Comments: Inspector: 1 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: OSP131049 Tax Code Number: 01113104000 Work Type: Septic Permit Effective Dates: April 23, 2013 to April 23, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SUNDI LAKE Site Legal Address: SUNDI LAKE BLK 1 LT 4 G:2224 Owner/Address: MADLAND PATRICK S & COOK BOBBIE J 8313 SUNDI DR ANCHORAGE AK 995024148 Site Mailing Address: 8313 SUNDI DR, Anchorage Lot Size in Sq Ft: 21100 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage 1r.' i Il: 3a 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: Date: t{ Z Municipality of Anchorage P.O. Box 196650 a 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.oicl/Onsite Development Services Division On -Site Water and Wastewater Program nlene �, V ei. e. Pnent **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP131050 COSA#: Permit#:OSP131049 PID#: 011-131-04 Legal Description: Sundi Lake Block 1 Lot 4 Engineer: Garness Engineering Group Applicant: Pat Madland Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 30.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ® The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: I - Approved by:�r' IN � Name of Revie� er .......................................................... .................... Rec#: 09187G Amount: $200.00 Date Paid: 4/12/13 **** VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan Parcel I.D. Oil— I31— Property owner(s) PAT Mailing address 8313 On -Site Sewer/Well Permit Application For A Single Family Dwelling OLI MADLAND Day phone 351-9884 SUNDI DRIVE * ANCHORAGE, AK 99502 Site address 8313 SUNDI DRIVE * ANCHORAGE, AK 99502 Legal description (Sub'd, Block & Lot) SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 4 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Mall thatapply) Initial ❑ Single Family (SF) Absorption Field ® ® (w/wo ADU) Septic Tank Upgrade ®Duplex ❑ (D) El Holding Tank Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: 30 DRAINFIELD TO CUTBANK/STEEP SLOPE WAIVER Distance: I + FEET I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) PermiVRush Fees: S -JO— Waiver Fees: a00 _ Date of Payment: h ah 3 cam, Date of Payment: 41 f Zit 3 Receipt Number: 01191 ` CN Receipt Number: p� I $'j G Permit No. OSti° I310'{Q Waiver No. C5Pl 2 000 (Rev. 09/12) GARNESS ENGINEERING GROUP, Ltd. mmm CONSULTANTS & GENERAL CONTRACTORS mm REVISED April 22, 2013 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Sundi Lake Subdivision; Lot 4, Block 1 To whom it may concern The existing three (3) bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank, a lift station, and a deep trench type drainfield. The drainfield is in a surcharged state and the homeowner is having to pump his septic system frequently in order to prevent the system from overflowing out the cleanout/monitoring tube. Two test holes where dug on the property. The drainfield will be designed around the 30 foot radius of test hole #1. We are proposing that a new 1250 gallon S.T.E.P. tank and a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. The percolation rates were found to be faster 1 minute/inch. We pulled soil samples of the receiving soil and brought them to a lab. Alaska test lab performed a sieve analysis and a soil classification on the two soil samples and found the soils to be classified as SP. Based upon the soil classifications and the sieve results, it is our opinion that a sand filter is not required and that an application rate of 1.0 gallons/day/ft2 should be used. 2. TRENCH DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: The proposed septic upgrade is near Sundi Lake. The 100 foot setback is to surface water (high water mark) is to be flagged by a registered land surveyor prior to construction to insure this separation distance will be met. 4. TOPOGRAPHY AND WAIVER REQUEST: As can be seen on the attached design drawing, the proposed drainfield is to be installed at the base of a steep slope near the edge of a driveway. The area just below the drainfield is generally flat. On the northwest 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com end of the drainfield, approximately 30 feet north, is a steep slope that exceeds a 25 percent slope. We have attached a cross section drawing showing the profile of the drainfield in relation to this slope. As can be seen on the drawing, the 25% slope (2 feet above the top of the drainrock) daylights approximately 40 feet downhill from the drainfield. We are requesting that a 30 foot waiver be granted for this slope. Mitigating factors for the granting of this waiver are as follows: • The existing drainfield is closer to this cutbank and is currently in a surcharged state. There is no indication of effluent daylighting out this cutbank, even with these conditions. • The cutbank if heavily vegetated with grass which will inhibit effluent from coming out the side hill. • The porosity of the soil is very good, which should inhibit lateral migration of the effluent. Given these mitigating factor, it is our opinion that there is minimal concern with the granting of this waiver. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, two soils logs, two sieve analysis, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com LOT 9, BLK 1; SUNDI LAKE S/D LOT B. BLK 1; SUNDI LAKE S/D LOT 7, BLK 1; SUNDI LAKE S/D LOT 4, BLK 2; SUNDI LAKE S/D SUNDI LAKE EXISTING SEPTIC 6, BLK 1; LAKE S/D LOT 5, BLK 1; SUNDI LAKE S/D IOPOSED SEPTIC TEM. SEE DESIGN, PAGE 2 OF 3 EXISTING 3 BEDROOM HOUSE �I THk 1, LOT 7, BLK 1;`� `� 11 \ i TH#2 .� J ALDER PARK 5/D `� \ `� '\ / a;:' ALT. SITE (\ ♦ �'' \ I ♦ \ 1 �. ---------------r 1 __________��_ ___ ' LOT 3. BLK 1: `. `�- -• 11 �\ SUNDI LAKE S/D YN li `OA2 \� < via LOT 2, BLK 1; LOT 1, BLK 1;✓� tt 1 ALDER PARK S/D ALDER PARK S/D O o J J / Q 7 i - __—___—_—_—_—_—_—_—__.—_ W. 84TH AVE. I Lii�I wj of C/)! LOT 2. BLK 1;' SUNDI LAKE S/D LOT 1, pLK 1; °Q SUNDI LAKE S/D 1 I W, LOT 1; w VANDENBERG S/D W 1/2 OF LOT 13, E 1/2 OF LOT 13, W 1/2 OF LOT 12, 1 — T12N, R4W, SEC. 10 T12N, R4W, SEC. 10 LLJI T12N, R4W, SEC. 10 I LOT 2; 0' 0 1 i VANDENBERG S/D aI i CnI i 1 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8 OENERAL CONTRACTORS_ -' 3701 E. 1000R ROAD. SURE 101 • ANCHORAGE. M 99507 • PHONE (907)337-6179 • EAX (9D7)=-3246 • WENffE: .—.,, n9in—,n9.Pom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PAT MADLAND 351-9884 1 OF 3 k�l LEGAL DESCRIPTION: DRAWN BY:SUNDI LAKE S/D; BLOCK 1, LOT 4 J.L.M. P TYPE OF WORK: DATE: 4�1 SITE PLAN FOR SEPTIC SYSTEM UPGRADE 3/28/2013 WIN P'o f LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND SHORELINE / (APPROXIMATE 1 LOCATION) NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1 MINUTE/INCH (NO SAND FILTER REQUIRED - SEE SIEVE ANALYSIS) PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SOST.: 450 MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH: 33 FEET EFFECTIVE: 7 FEET ACTUAL SO.FT.: 462 EXISTING SEPTIC TANK AND / LIFT STATION TO BE COMPLETELY ABANDONED 4, PER MOA REQUIREMENTS �pc' -- EXISTING DRAINFIELD TO BE COMPLETELY /,/ 15T1HG //_�� ABANDONED IN PLACE / �G•F� �h / TOP OF SLOPE h p0~ NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1 MINUTE/INCH (NO SAND FILTER REQUIRED - SEE SIEVE ANALYSIS) PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SOST.: 450 MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH: 33 FEET EFFECTIVE: 7 FEET ACTUAL SO.FT.: 462 /1. THE CONTRACTOR SH E 100 FOOT WELL RADII AND THE 100 FOOT SURFACE WATER SETBACK STAKED/FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TD LAYOUT AND CONSTRUCTION OF THE NOTE: THE MAXIMUM BURIAL SYSTEM. 2. THE CONTRACTOR AND CG ONSENGINEERING SHALL HAVE A DEPTH OF THE DEEP BURIAL PRE-CONSTURCTION MEETING ONSITE TO LAYOUT AND ESTABLISH S.T.E.P. TANK IS 10 FEET ELEVATIONS AFTER SURVEYING IS COMPLETED. OF COVER OVER THE TOP 3. THE DRAINFIELD IS TO BE INSTALLED BEFORE THE INSTALLATION OF THE TANK. OF THE S.T.E.P. TANK. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. 7UNR RW O. 90RE 101 • AKHO9 . M 9937 • RHONE (907)307-8198 • IAC (90))]39-349 • WE99RE: —W9 ngir ftq.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••••• •• PAT MADLAND 351 -9884 2 OF 3 O f fry G Hess. LEGAL DESCRIPTION: DRAWN BY: v s CE -7 SUNDI LAKE S/D; BLOCK 1, LOT 4 J.L.M. O� ,.P '••�{f?� i rcoa TYPE OF WORK: DATE REVISED 004poo�sQOdo DESIGN OF SEPTIC SYSTEM UPGRADE 4/22/2013 CARPORT. NO FOUNDATION -- •. <y _ /,/ 15T1HG //_�� 3E0EOSEM 3 : FCo c \ CF J 100' WELL RADIUS TV --- SED 250 ON S.PEP,OTANK� WILL REQUIRE DEEP BURIAL TANK. / ] 111 TOE OF SLOPE � 1 PROPOSED DRAINFIELD 1 (SEE DESIGN CRITERIA) / /1. THE CONTRACTOR SH E 100 FOOT WELL RADII AND THE 100 FOOT SURFACE WATER SETBACK STAKED/FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TD LAYOUT AND CONSTRUCTION OF THE NOTE: THE MAXIMUM BURIAL SYSTEM. 2. THE CONTRACTOR AND CG ONSENGINEERING SHALL HAVE A DEPTH OF THE DEEP BURIAL PRE-CONSTURCTION MEETING ONSITE TO LAYOUT AND ESTABLISH S.T.E.P. TANK IS 10 FEET ELEVATIONS AFTER SURVEYING IS COMPLETED. OF COVER OVER THE TOP 3. THE DRAINFIELD IS TO BE INSTALLED BEFORE THE INSTALLATION OF THE TANK. OF THE S.T.E.P. TANK. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. 7UNR RW O. 90RE 101 • AKHO9 . M 9937 • RHONE (907)307-8198 • IAC (90))]39-349 • WE99RE: —W9 ngir ftq.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••••• •• PAT MADLAND 351 -9884 2 OF 3 O f fry G Hess. LEGAL DESCRIPTION: DRAWN BY: v s CE -7 SUNDI LAKE S/D; BLOCK 1, LOT 4 J.L.M. O� ,.P '••�{f?� i rcoa TYPE OF WORK: DATE REVISED 004poo�sQOdo DESIGN OF SEPTIC SYSTEM UPGRADE 4/22/2013 GARNESS ENGINEERING GROUP, Ltd. _. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROW, SURE 101 • u HORROE. AN 99501 • PHONE (907)57-5179 • FAX (907)336-3949 • WIMOTE: vw.9mwaa iHw g.cw PREPARED FOR: PHONENUMBER: PAGE NUMBER: PAT MADLAND 35` M 9 8BEL 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SUNDI LAKE S/D; BLOCK 1, LOT 4 1 J.L.M OF WORK: DETAIL DRAWING FOR DRAINFIELD SLOPE 13 OF e f A. G rness: 0 9 CE 9 O�fP� 'q t>�' �4�nd "toressb�O\\ DEPTH TO GROUNDWATER DATE _oo600pp4 4 3/6/2013 DRY 3/7/2013 DRY 3/15/2013 P GARNESS 6" ENGINEERING GROUP, Ltd. c T v��0 3701 E TUO ROAD. 50ITE CONSULTANTS S GENERAL CONTRACTORS. - - '. 101 • ANCHORAGE, AR. 99507 • PRDWE: (907)337-6179 • MX: (907)336—M46 • WEBME: g.rm•e ginxn.nq.c•m SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 4 m f G rness.: PERFORMED FOR:CE-79 3 •O PAT MADLAND DATE: 3/6/2013 9fP •� Z��•'• �A�O 4 — (eet) 0" TEST HOLE #11��poo��oo 1 5 SM (ORG. REMOVED) — 6" SOIL CLASSIFICATIONS 2 6 — < 1:30 • a :'6 GW ORG 3 ::�:� -: GP ML .•.•.•• ••: •••• GM CL 4 GC OL ••:•••• ••. •••• D000 9 SW MH o 0 0 0 5 ••:.••• . • • • SP CH .•...•• ••: •••• SM OH •••••••SEE ATTACHED SITE PLAN SC 7 .•..•.• .•• �• •••• •' SP.•.• 9 : •••• ••••.•• 10 ••: •••• N.•.•• ••: •••• .• �••.• ••. •••• ••.• ••.• ••.• 666 ••: •••• ': 0:` •.•�• .• ,• 15 `•' •.• 16 B.O.H. 17 18 PERCOLATION RATE •<1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: 'SOIL SAMPLE TAKEN FOR SIEVE ANALYSIS. SEE ATTACHED RESULTS. NO SAND FILTER REQUIRED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z f3 DEPTH TO GROUNDWATER DATE DRY 3/6/2013 DRY 3/7/2013 DRY 3/15/2013 — — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/7/2073 1 — — 6" — 3 — — 6" — 4 — <1:30 0" 6" 5 — — 6" — 6 — < 1:30 0" 6" GARNESS ENGINEERING GROUP, Lid. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SURE 101 • MCN GE, M. 99607 • PHONE: (907)337-6179 • FM: (907)336-3246 • WENITE: gornnemgi, ei, SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SUNDI LAKE SUBDIVISION: BLOCK 1. LOT 4 PERFORMED FOR: DEPTH (feet) 1 FILL PAT 5 �.�• 6 8 ••• 44;44.• SP 9 •. 4.44 got ell �.• • ••: ••N ••: 4444 .• ;• o, 006 ••: 4.49614 .••Io••• 12—sof mo . •.•••: 4.44 . • •0.0680 4944 ••: 4444 14 •:•i�go .�� 4.94 15 B.O.H. 16- 17 18 TEST HOLE #2 DATE DRY SOIL CLASSIFICATIONS o GW — ORG — GPML — <1 0" GM 3 CL — GC — OL opo o SW 0" MH �•• : SP — CH — SM �'"OH <1 0" SC DEPTH TO GROUNDWATER DATE DRY 3/6/2013 DRY 3/7/2013 DRY 3/15/2013 6" — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/7/2013 1 — — 6" — 2 — <1 0" 6" 3 — — 6" — 4 — <1 0" 6" 5 — — 6" — 6 — <1 0" 6" 19� PERCOLATION RATE •<i (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 2D A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: 'SOIL SAMPLE TAKEN FOR SIEVE ANALYSIS. SEE ATTACHED RESULTS. NO SAND FILTER REQUIRED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3 2 ¢~ ~.~j MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~'UPGRADE MAI LING AD DR ESS LEGAL DESCRIPTION Z '-/ /31 LOCATION NO. OF BEDROOMS I Well Absorption area Dwelling ~ ~ DISTANCE TO: /O~ I /7'~ PERMIT NO. ~ Z Manufacturer Material ~ / No. of compartments ~' Inside length Width Liquid depth Liq. capacity in gallons I F HOMEMADE: ~ ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. ~_~O ( Manufacturer Material Liquid capacity in gallons D Well Nearest ,o~n~ PERMIT NO. ~ DISTANCE TO: /] ~.f I Foundation No. of lines Length of each~line Total len of Pines. ~ ~ ~ ¢ ~ ~ Trench width Distance between lines ~ Top of tile to f~ grade ~ inches Material beneath tile Total effective absorption area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to Jot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER P]PE MATERI~/jS,~ ~ SOl L TEST RATING INSTALLER~z / ~Z~J REMARKS , / ] '' / / 72-013 (Rev. 3/78~ PERMIT NO. · DEPBRTMENT L;~/ HERLTH RND ENVIR8NMENTRL ~.~t!CITEE:TIBN 825 "L" STREET., RNCHORRGE, BK. 9950i ~DI-4--S I TE SE~.4E~: PERM I T ( 888678 ) RPPLICRNT LOCRTION LEGRL MRRTHR YUKNIS 8~3 SUNDI DR RNCHORBGE L4 Bi SUNDI S/D PRLMER LOT SIZE 376-5959 23000 SQURRE FEET TYPE OF SOIL RBSORPTION SYSTEM IS: TRENCH MRXIMUM NUMBER OF BEDROOMS SOIL RRTING THE REQUIRED SIZE OF THE SBIL RBSORPTION SYSTEM IS: [:'EF'TH= 1.7 l_ E ~'-~,3 T H = 29 GRR%,'EL [)EPTI-~= THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE E~CAVRTION (IN FEET). ~: EL~.~ L~ I F-:E[) SEPT I C PERMIT 8PPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLATION INSPECTIONS OF ANY WELLS RDJRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. T~.~,] ( -5: .":~ I I%ISPECT I ,2,~'-~S RRE F-:EL--~-.L~ ir RE_-[:. BACKFILLING OF RN¥ SYSTEM WITHOUT FINAL INSPECTION AND RPPROVRL BY THIS DEPRRTMENT MILL BE SUBJECT TO PROSECUTION. MINIMUM DISTRNCE BETWEEN R NELL RND RNY ON-SITE SENRGE DISPOSRL SYSTEM IS 188 FEET FOR R PRIVRTE WELL OR t50 TO 288 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC NELL. MINIMUM DISTRNCE FROM A PRIVRTE WELL TO R PRIVBTE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MBY RPPLY. SPECIFIC8TIONS AND CONSTRUCTION DIRGRRMS RRE 8V8ILABLE TO INSURE PROPER INSTRLLATION. I CERTIFY THRT t: I AM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH 8Y THE MUNICIPALITY OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES· 3: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 3 BEDROOMS. V4. 0 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST /' ~ ¥/0 ,~ ,k~ ~.~ DATE PERFORMED: PERFORMED FOR: /~>~"~" ~ / LEGAL DESCRIPTION: ~L,',~ ~/ ~//C / -'~' ~, ~ SOILS LOG [] PERCOLATION TEST 2 3 4 5 6 7 8- 9- SLOPE SITE PLAN 10- 11 15 16 '~'" 17 18 19 20- COMMENTS PERFORMED BY: WAS OROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? O P E Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN CE RTl FI ED E~Y: [minutes/inch) FT AND -- FT 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST ..~' SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9- 10- 11 13- 14 15 t6 17 18 19 2O .EREORMED BY: l&, ~l /z. ._. t 72-008 (6/79) SLOPE SiTE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Tirade Time Water Drop PERCOLATION RATE TEST RUN BETWEEN ' ~. - ./:(minutes/inch) · F.~, A~ID '.. F~T CERTIFIED BY' .-'' ¢ '~-~' · :'"', .-,,-v~' ~ ' ' ALASKA erlUlR0nmenTAL COFITROL SeRUICe$, IIqC. ..F E.C.[E .~bA1ZONo E:'C)E~ L:ZFT STATZON F'ROM SEPT:lC 'TANK TD TRENCH OR SEE. F AGI: E,I:.i) o 00 GENE~RAL 101 TH[': DRAN:~.NG,"L:[FT STAT:ION FOR SEF'T]:C TANK I)RA:ZNF]:EL. DS-L]ULVERT STOCK", SHALL EIE A PART OE' TE'I]:S SE~EC]:F][CAT]EON · 1,2 Al...[.. MA'TE;R.'ZAL. S AND NORE(MANSH][P SHALL MEET TFIE' APF'ROVAL OF:' THE ANCHORAGE DEE:'ARTMENT OF' MEAl.TH AND ENV3ERONHENTAL PRO]'ECTiZON PERM]'T o 0 ]'HI'Z LiZFT STAT.T. ON 2° :1. 'THIE STOCE( MA'I['ER:T. AL FOR THE I..."[FT STATION SHALL E:E E.~£THE-'R GAI_VAN:ZZED STEEL (ASTM A.-.4444'-76), OR AL.UM]:NUH CULVERT, CAE:'ALSH-E~ OF' I~.:UR~ZAI... TO 10 F'To THE E:..OTTOM MATER]CAm. SHALL. IS.:E PI_ATE OE:' EQUAL TH.ZCE(NESS AND COHI.".'OS::CT:[ON° 2,,2 ALL. F'ENE:ZTF~.AT:[DNS OF" THE LZI:.'T STA]':I:ON SHALL E:IE WELl)ED AND WATER 'T:T. GHT° AI..L WELDS SHALL E:E CLEAN.F..D OF SLAG° NEEDS ON GAI..VAN:ZZEED STEEL WiT..L.L E:E SE:'RAYED Z]:NC R:LCH PA.T. NT OR COATED Ni]E'TM 1.3:[TUHASTCo 2°3 THE; TOE:' [)Al::' SHALl.. E:E IS:AZN TZGHT Ai',ID SECURELY FASTENED WZTH SCREWSo 2°4 ]'HE P:ZF'E FOR ]'HEi L.T.F'T STAT]iON SHALl_ HAVEZ A WELDED WATE, E~ T~GFIT E:OTTOM,- 2,5 ALL ELECTR]iCAL F]CT'I'ZNGS AN[) CONNECT.lIONS ZN THE LIFT STA]':ZON SHAI...L MEET TEIE.r. REQU:ZREMENTS FOR A WATER T.'ZGHT SERV::CCE · 2°6 'TI..IE:E:HE SMAL. L E:E A H.'IEGH L. EVEL. ALARM SE:T AT 'THE: L. EVE.'L OF THE SO]EL.. PiI:F'E Is'ROM TME.' SEPT]:C 'TANK,, THE: E]LtZZER .SI-IALL E:E LSCAI'ED NEAR THE ELECTR:'£C;AL CONTROl... PANEJ... :TN A L. OCAT:][:ON DES],'GNATE:D E:Y TFtE HOME;OWNER° 2°7 'THE; SUMP PUHF' SHAI..L. E:E CAF'AE:I_E OF DEL:EVER]lNG 10 GPM AT A ME;AD OIS' 20 FEET° 2°8 TE.IE SUMP PUMP SHALL.. E:E SUSPENDED NOT LESS THAN 6 ~NCHES OF'F THE E:OTTOM OIS' ]'HIE I..:'[IS'T STAT:EON HZ. TH A CHA:I[N NYL.ON LZNEo MUNICIPALITY OF ANCHORAGE b,~u o i980 RECEtYED 1220 ~¢st 25th ^u~.u~ · Anti, ora§e, AI.sk, 99so3 · (907) 276-1361 Well Owner ),ce. lab'( M-W DRILLING, INC. DRILLING LOG ,~ ~ -~ Use o~ Well Location (address of: Township, Range, Section, if known; or distance main road Size of casing_ _Depth of Hole ~0 i feet Cased to 100.6 feet Static water level Y!3 ft. ('~b'~v:~) (below) land surface. Finish ~f well (check one) open end ( Screen ( ); Perforated ( ). Describe screen or perforation Well pumping test at 10 gallons per 0~?) (minute) for ! hours with of drawdown from static level. Date of completion ].(i/!.L/Y? WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness I TO_ TO Or~an:~ cs ' TO 0 Fil 1 J.O0 _TO. [~01 .TO .TO. TO .TO __TO_ TO TO Wa~er sand ,& gravol NWWA Cefl~ied Contractor Certificate i'~o's. 314 & 973 2~STATE DATE RECEIVED INSPECTION APPOINTMENTS ~. TIME TIME TIME DATE DATE DATE I NSPECTO R INSPECTOR I NSP ECTO~.~.L2~i~_ ..<~.~~ DEPT OF j4 ALTil & MUNICIPALITY OF ANCHORAGE ' ': ' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT~jRO~MENTAL ?2OTSCTION 825 L Street- Anchorage, Alaska 99501 O E O ~ 1980 ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 R ~ C ~ J V E D REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days fo~ processing. 1, PROPERTY OWNER PHONE MAILING ADDRESS PROPERTY RE~I~NT (If differen{ from above) ' ' / PHONE 2. BUYER '~ PHONE MAI LING AD DR ESS 3. LENDING INSTITUTION PHONE MAiLiNG ADDRESS 4. REALTOR/AGeNT ~ . PHONE ~ILING A~S -- 5. LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF'RESIDENCE NUMBER OF~BEDROOMS [] One [] Four ,~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY [] Three [] Six [] Other 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTI LITY 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY * ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) ~/~ ~' /~/~' ~'~__ ~c~. ,,..7 "v' YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [~ ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [~3 INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~]INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified iNSTALLER [~]Septic Tank or [] Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELLTO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS I~]/~APPROVED FOR ,~ BEDROOMS [~ CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 72-010 (Rev. 6/79)