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TIMBER TRAIL TR 2
Timber Trai Tract 2 017-101-32 Municipality of Anchorage Development Services Department`":< Building Safety Division ® - On -Site Water & Wastewater Program, 4700 South Bragaw St. , P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020341 PID Number: 017-101-32 Name: EDWARD SCHLIEFS Wastewater System: ❑ New ■ Upgrade Address: 14000 GOLDENVIEW DRIVE * ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-4258 3 ❑ Deep Trench ■ Shallow Trench O Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 1.2 Total Depth from original grade: 4 MAX GPD/Sq. Ft. Ft. Tract: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 2 — TIMBER TRAIL 2.0 FL 2.0/2.0 FI Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft. 70 TOTAL (2 ® 35) Ft. WELL: ❑ New ❑ Upgrade Grovel width: 5 Number of lines: 2 Distance between lines: 15+ Ft. Ft. Classification (Private, A,B,C): G Total De Cased To: Total absorption area: Pipe material: Ft. Ft. 500 SO. Ft. D 3034/ F-810 Driller. Dote Drilled: Static Water Level: Installer. A+ HOME SERVICES Date installed: 10/25/2002 Yield: Pump Set At: Casing Height Above Ground: TANK GPM Ft. SEPARATION DISTANCES ■Septic OHolding OS.T.E.P. OOther To Septic Absorption Lift Holding Public/Private Manufacturer. ANCHORAGE TANK Capacity In gallons: 1000 From Tank Field Station Tank Sewer Lines Well 100'+ 100'+ — — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Size in gallons: Manufacturer. Foundation 5'+ 10'+ — — — 'Pump on` level at: Pump o at: High water alarm at: Curtain Drain NONE KNOWN odel: Electrical Inspections performed by Remarks: kPumMakop BENCH MARK —EXISTING SEPTIC TANK COMPLETELY ABANDONED tion and Description: TOP OF GARAGE SLAB (WEST END) Assumed Elevation: 103.09 Ft ENGINEER'S SEAL AKWWC, INC. Inspections performed by: Dates: 1st 10/25/2002 0 9 H P1...:......... 2nd 10/25/2002 . 3rd 10/25/2002 P...... fy f me s. Development Services Department Approval �d49,s C 7953 `cmoQ Reviewed and approved by: Date: I �-� 4p Pr•. -....��go �e4 Pro A a \ d ess%ando (Rev. 12/01) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW020341 017-101-33 NEW INSTALLED � I,pT4 1 1 1 11 1 NEW 1000 GALLON 11 11 11 11 SEPTIC TANK— i 11 11 11 +TH-4 INSTALLED FLOW 1 EXISTING 3 BEDROOM �rl HOUSE EXISTING USED SEPTIC SYSTEM AS A RESERVE SITE B� I (J— T1 I A B C ST1 — 17.24 36.88 ST2 — 23.78 36.47 DBL1 — 25.56 36.60 DBL2 — 26.66 36.64 FD — 27.20 36.74 FS 105.17 — 98.42 C01 103.20 — 1 98.45 MT1 100.81 — 97.21 CO2 122.93 — 128.85 MT2 123.81 — 128.69 \ \ CO3 116.31 — 106,98 MT3 118.39 — 108.63 C04 136.51 — 137,21 MT4 133.18 — 1134.031 .L� ALASKA WXFER & WASTEANIXM"'R CONSULTANTS, INC.: t�, .. . �- . 6901 DEBARR ROAD, SUITE 2B •ANCHORAGE, AK 9950L •PHONE (907)337-6179 FAX (907)338-3246 DATE: 11/7/2002 DRAWN BY: G.J.G. SCALE: " = 40' PREPARED FOR: PHONE NUMBER: EDWARD SCHLIEFS 345-4252 PAGE NUMBER: 2 OF 3 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2, TYPE OF WORK: AS —BUILT OF SEPTIC SYSTEM UPGRADE ' re G ess.. —7953 0 e. '• Nc�G .......•'' 0� fesslo�(all PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW020341 017-101-32 FINAL GRADE _ 100.41-101.04 TOP OF TANK AT TOP OF TANK AT INLET = 96.05 n OUTLET - 96.02 FILTER FABRI INSULATION INVERT OF BUNG - AT INLET - 95.48 5 NEW 1000 GALLON SEPTIC TANK FINAL. GRADE - 93.82-93.83 /-ORIGINAL GRADE 92.72-92.83 RELATIVE ELEVATION OF IMPERMEABLE SOILS = 82.83 (TESTHOLE DRY) -INVERT OF PIPE - 90.83 (AVG.) -BOTTOM OF TRENCH - 88.83 (AVG.) FILTER FABRIC INSULATION - INVERT OF BUNG AT OUTLET = 95.21 1- 5' FINAL GRADE - 95.24-95.53 ORIGINAL GRADE / 94.50-94.67 INVERT OF PIPE = 92.67 (AVG.) -BOTTOM OF TRENCH - 90.67 (AVG.) RELATIVE ELEVATION OF IMPERMEABLE SOILS = 84.67 (TESTHOLE DRY) - DATE: 11/7/2002 ✓� DRAWN BY: ,-�� C.J.G. ALASIU WATER & WAS'I EANIAI ER CONSULTANTS, SCALE: :, ....... ,.w INC. �a 3 _ ....,, 6901 DEBARR ROAD, SUITE 28 . ANCHORAGE, AK 99504 ' PHONE (907)337-6179 FAX (907)336-3246 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: EDWARD SCHLIEFS (907) 345-4254 3 OF 3 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2 TYPE OF WORK: PROFILE AS —BUILT DRAWING OF SEPTIC UPGRADE . .. . .. ..... ...... . i� f e A. am ss.- d49 —795 •'� 0m� Prof essi400�� ©Opo� MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON -SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW020341 Legal Description: TIMBER TRAIL TR 2 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Edward Schiefs Owner Address: 14000 GOLDEN VIEW DR ANCHORAGE, AK 99516-4301 Date Issued: Sep 13, 2002 Expiration Date: Sep 13, 2003 Parcel ID: 017-101-33 Site Address: 014000 GOLDEN VIEW DR Lot Size: 99142 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: F✓n Disposal Field [✓ Septic Tank Holding Tank ❑ Privy Private Well 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. I V i �. � l� G. � � � % �d/�j-, t��.( ��V i�� J� �� � / ��. �r �i1i9' % � � ? �✓ c�. Received By: Date: n Issued By: Zzt Y T&__ Date:102 �� Municipality of Anchorage Development Services Department Building Safety Division SA ETY On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON -SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-101-33 Permit Number �tNO2QM1 Property owner(s) EDWARD SCHIEFS Day phone 345-4252 Mailing address (1) 14000 GOLDENVIEW DRIVE * ANCHORAGE. AK Mailing address (2) Legal description (Lot, Block & Sub'd.) TRACT 2: TIMBER TRAIL SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size `/L/ Acres/w.Fes.) Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: x Date of Payment: Receipt Number 4 �' Waiver Fees: Date of Payment: Receipt Number: It AYER & WASYEWAYER CONSULTANTS,. INC- ,.a...,.,;�..,. .�..,,,... October 17, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 REDESIGN Ref: Septic System Upgrade for Tract 2; Timber Trail Subdivision To whom it may concern: 2. GENERAL: A permit was issued on this property on 9/16/2002. During construction of the drainfield the soil layer for the drainfield was found to be inconsistent with the permeable soils and impermeable soils. Construction was then stopped and more testholes were dug. The revised design is summarized as follows. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. TRENCH DESIGN: a. Percolation Rate: 4 & 5 b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft2 f. Total Depth: 4 feet (max.) g. Effective Depth: 2 feet h. Width: 5 feet J. Minimum Length: 70 feet long (2 @ 35 feet) k. Effective absorption area: 500 ft2 4. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 5. TOPOGRAPHY: The average topography in the area of the proposed drainfield is a 15%- 20% slope running approximately east to west. In short, there are no slope concerns. 6. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. , M.S. NOTE: Attached is a site plan drawing, a design drawing, five soils logs, the topographical map and the 7 page construction specification letter still apply and are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 . D Es I I ' (I --------------------------------- PROPOSED SEPTIC UPGRADE I (SEE DESIGN PAGE 2 OF 3) I APPROXIMATE WELL LOCATION I EXISTING �\ 3 BEDROOM 1 HOUSE I I r / EXISTING SEPTIC SYSTEM TIMBER TRAIL S/D; TRACT 1 DATE: 10/17/2002 / DRAWN BY: ALAS 1U )NATER & WASTEAVATER C.J.G. —-,. 1, 2 CONSULTANTS, INC.'w. �. a ... ,.... ;' ,.. SCALE: 6901 DEBARR ROAD SUITE 2B . ANCHORAGE, AK 99504 . PHONE (907)337-6179 ` FAX (907)338-3246 1 " = 1 00l PREPARED FOR PHONE NUMBER: PAGE NUMBER: EDWARD SCHLIEFS 345-4252 1 OF 2 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2 TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC UPGRADE ---1----------- Imo . 46, jr A.ess.-7 \� 4r `-s fessio —& ' -PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 4 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 70 FEET LONG (TWO AT 35 FEET LONG). ADD 0.5 FEET OF CLEAN WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO SLOPE CONTOURS. )TALL FLOW SPUTTER -86.+/- INSTALL DOUBLE CLEANOUTS - INSTALL FLOW DIVERTER - TH#4 EXISTING SEPTIC TANK TO BE COMPLETELY ABANDONED PER UPC EXISTINGSEPTIC SYSTEM TO BE USED AS A RESERVE SITE - TH#1 I / / EXISTING 3 BEDROOM I HOUSE PROPOSED 1000 GALLON SEPTIC TANK RE-DESIGN� MASKA WATER & WASTEWATER CONSULTANTS, INC, DATE: 10/17/2002 DRAWN BY: SCALE: 1 40$ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: EDWARD SCHLIEFS 345-4252 2 OF 2 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2, TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE a 10' e' i ie' 4 ' A. � a*'r'n' 4s' * I C—7953`'..-' G t'o f m q C r� I AJLASKA WATER & WASTEWATER �CONSULTANTS, INC....., i901 DEBARR ROAD, SURE 2B ANCHORAGE, AK. 99504 • PHONE: 907 337-6179 * FAX: 907 338-3246 • WEBSRE: akwvm. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TIMBER TRAIL S/D; TRACT 2, PERFORMED FOR: ED SCHLIEFS DATE: 10/10/2002 DEPTH (feet) TEST HOLE #4 ORGANICS Rim Mi MEN t GW 8- 9 —sell 0,011 SP 10 11 12 111 111ML 13 B.O.H. 14 15 16 17 18 SOIL CLASSIFICATIONS GW ORG GP ML GM CL GC 1 OL °o ono e SW MH SP CH SM ' f' OH SC DEPTH TO GROUNDWATER DATE DRY 0/10/200 DRY 0/14/200 EXISTING TH#5 SEPTIC SYSTEM — TH#4 / �c TH#1 o I t SITE PLAb 1 floc' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/14/2002 1 4:56 — 6" — 2 5:06 10 3" 3" 3 5:06 — 6" — 4 5:16 10 3 1 /2' 2 1/2"- 5 5:16 — 6" — 6 5:26 10 4" 2" 7 5:26 — 6" — 8 5:36 10 4" 2" 9 5:36 — 6" — 10 5:46 10 4" 2" 11 5:46 — 6" — 12 5:56 10 4" 2" 19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 8.0 FT. AND 9.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i Al-,ASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SURE 2B * ANCHORAGE, AK. 99504 * PHONE: (907)337-6179 * FAX: (907)338-3246 * WEBSITE: akwwc.com SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2, PERFORMED FOR: ED SCHLIEFS DATE: 10/10/2002 DEPTH (feet) TEST HOLE �5 1 ORGANICS SOIL CLASSIFICATIONS 2 p1111 °p°o..o °ap *01 01 °fln ODD ��g nUp ��ffi 4 °N 06 aUo D"" °Qa Do.. .°Up ,$%1 5 °Q° U,OU 0 °UQ� aon a���w °bQ 000 SW/Sp W/ LENSES OF np� 9a. app w SILT 7 °p°00ev 7nUp fib& .npn b�OY oap �W ID nUQ Uoee 9 10 )QUO °nR° i M L 12 B.O.H. 13 14 15 16 17 18 GW ORG GP ML INT1 W I GM CL GC OL °°° op° u h n SW MH SP CH SM s �' �' OH SC DEPTH TO GROUNDWATER DATE DRY 10/10/200 DRY 10/14/200 EXISTING $TH#5 SEPTIC SYSTEM — J TH#4 / g 4� TH#1 i r a I � I t SITE PLAN \� 1 "=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/ 14/2002 1 4:57 — 6" — 2 5:07 10 3" 3" 3 5:07 — 6" — 4 5:17 10 3 1 /2" 2 1 /2" 5 5:17 — 6" — 6 5:27 10 3 1 /2" 2 1 /2" 7 5:27 — 6" — 8 5:37 10 3 1 /2" 2 1 /2" 9 5:37 — 6" — 10 1 5:47 10 3 1 /2" 2 1 /2" 11 5:47 — 6" — 12 5:57 10 3 1 /2" 2 1 /2" 19 PERCOLATION RATE 4 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1, ALASKA WATER & WASTEWATER .. ...k CC)NSULTANTS, INC September 5, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Septic System Upgrade for Tract 2; Timber Trail Subdivision To whom it may concern: 1. GENERAL: The existing 3 bedroom home is served by a private well and septic system. The septic is in a state of failure and needs to be upgraded. A test hole was dug in the area of the upgrade. We are proposing to design the septic system around the 30 foot radii of this test hole. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. The proposed drainfield is to be installed in the GW material which was visually rated to be faster than 1 minute per inch. A confirmation percolation test will be performed during construction in GW material. 3. TRENCH DESIGN: a. Percolation Rate: 1.2 visual b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft2 f. Total Depth: 8.5 feet (max.) g. Sand Filter: 2.0 feet of M.O.A. approved sand h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 90 feet long (2 @ 45 feet) k. Effective absorption area: 450 ft2 4. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 5. TOPOGRAPHY: The average topography in the area of the proposed drainfield is a 15%- 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 20% slope running approximately east to west. In short, there are no slope concerns. 6. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. , P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a trench detail, a soil log, a topographical drawing, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 ----------------------------------------------- _ _ I , f APPROXIMATE WELL LOCATION i EXISTING \/\ I 3 BEDRO HOU EOM I EXISTING; 1 SEPTIC SYSTEM I Z i w \� o i TH#1 I I � � i si 1 1 \ i PROPOSED SEPTIC UPGRADE i I (SEE DESIGN PAGE 2 OF 3) I TIMBER TRAIL S/D; TRACT 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I 1 i i I I i 1 � I 1 I I 1 .� .c . ALASKA, WATER & WASTEWATER DATE: 9/5/2002 �(' , Sh r .'�~ 41� L} RAW D N BY: Z.T.G. CONSULTANTS INC SCALE: 1 " = 100' �� s (.... .....:....�i OVA 6901 DEBARR ROAD, SUITE 2B ' ANCHORAGE, AK 99504 . PHONE (907)337-6179" FAX (907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: rS EDWARD SCHLIEFS 345-4252 1 OF 3 Jeff 6� A. Garness. �t 3 7953 0 „% 4"411 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2 sf JAlt ��a�'rofessiOra` �'�`����•����� TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC UPGRADE �— NOTE: A CONFIRMATION PERCOLATION TEST IN THE GW MATERIAL IS TO BE PERFORMED PRIOR TO CONSTRUCTION. INSTALL FOUNDATION CLEANOUT—A PROPOSED 1000 GALLON SEPTIC TAI INSTALL DOUBLE CLEANOUTS -- EXISTING SEPTIC TANK TO BE \ COMPLETELY ABANDONED PER UPC EXISTING SEPTIC SYSTEM TO BE USED AS A RESERVE SITE----, EXISTING / 3 BEDROOM HOUSE C MT IMT 1 I ' VINSTALL FLOW Im#11 I I DIVERTER 11 II i II �MT �81MT INSTALL FLOW + \ SPUTTER — PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT ARE 8.5 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 90 FEET LONG (TWO AT 45 FEET LONG). ADD 2.0 FEET OF M.O.A. APPROVED SAND FILTER THEN ADD 0.5 FEET OF CLEAN WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO SLOPE CONTOURS. r 9 5 2002 DRAWN BY: AfASKA WWASTE & WSTENVATER SCALE: Z.T.G. CONSULTANTS, INC. 40' 6901 DEBARR ROAD SUITE 28 ` ANCHORAGE, AK 99504 -_PHONE (907)337-6179 '_FAX (907)338-3Z46 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: EDWARD SCHLIEFS 345-4252 2 OF 3 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2, TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE II a®CtSOo _ Op ................... eff a A. Gar ess.• �O��pro f e s sion�c,-� FILTER FINAL GRADE FILTER FABRIC 1 0.5 FEET OF 8.5 FEET EFFECTIVE DEEP 0.5 FEET OF MAXIMUM EFFECTIVE 2.0 FEET OF M.OA c APPROVED SAND 0 2.0 FEET OF M.OA APPROVED SAND (- 5'" 10' _ DATE: 9/5/2002 ALASKA WATER & WASTEWATER Z.T.G. CONSULTANTS, INC, SCALE: 6901 DEBARR ROAD, SUITE 26 . ANCHORAGE, AK 99504 - PHONE (907)337-6179 - FAX (907)338-3246 N.T.S. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: EDWARD SCHLIEFS (907) 345-4252 1 3 OF 3 LEGAL DESCRIPTION: TIMBER TRAIL SUBDIVISION; TRACT 2, TYPE OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD •'i' ��i1r13v.G�..:�l.f..�ai� *:4T -v ....... ... i.. ............... 4Q,��Pro f es sion°s FC w s 0 ROX ELL RAD LOCATED OBEN SPUR LA lu 1 WE TIMBER TRAI /D; TRACT 1 N, k 4— 1 2 'A� DR \ACI %G 9 CALF: IEBAR ROA SUITE 28 EBAR ROA 28 G A 504 GCAC504FI,>IKO%n-l-l�"�)331--6119 FAX (907�336-3246 =\, 4 .. ... .... / , ... PREP4ED R PHONE NER: 'PAGE NU BER EWAD �CHLIS� � 345-425�� 1 OF F�ao . . ........... f r Go ess 53 .... gj LGAL SC 0 TIMErT41L S�DAT�A�T\2\\\ O Pro S *0 0\ F WOR IT PN & WASTEWATER CONSULTANTS |MC FS-01L LOG - PERCOLATION LEGAL DESCRIPTION: TIMBER TRAIL S/D; TRACT 2 PERFORMED FOR:_ EDYARD SCHU 345*252 DEPTH ORGAN|C3 2 3 4 5 3M 6- 7-11111111 8 Q����� 0NVBUALLY 18 FASTER THAN 1 MIN/INCH 11 12 13 14 GM 15 16 17 18-1 | SOIL CLASSIFICATIONS GVV 0RG GP ML GM CL GC 0L o no SW MH 3P CH SM OH SC DEPTH TO GROUNDWATER DATE DRY 8/22/2002 DRY 8/29/2002 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) | | | | PERCOLATION R4TE 120 (MIN./INCH) PERC. HOLED|A. 8 (INCHES) 19--------- TESTRUNBETVVEEN 6 FT. AND 7FT. 20 4FOUR HOUR PRESOAK WAS PERFORMED: NYES SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ____. COMMENTS: PERFORMED BY AKYVVY2. INC. |. JEFFREY A GARNESS CERTIFY THAT THIS WAS PEVFC WITH ALL 8l�T[ AND WUN|C|PAL CU|DEL�NES |N EFFECT ON TM|� D8|� F-1NO ZACHARIAH GALL IN ACCORDANCE 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 PHONE MAILING ADDRESS LEGAL DESCRIPTION ]Well ] Absorp% area Dwollin~/ , PERMIT NO, DISTANCE TO: ~<~ Manufacturer ~C¢8 ¢ Materia~/,~./ . N°. of compar~4onts Liq. capacity in gallo~s Inside length Width Liquid depth /~¢O IF HOME'DE: , ~ Well Dwelling PERMIT NO. O ~ ~ Manufacturer Material Liquid capacity in gallons ~ WeU Foundatie~//~ Nearest lot line PERMIT NO. Mateda] 6eneath tile Total effective absorption area inches Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ¢ m DISTANCE TO: Well Building foundation Nearest lot line Class~ ~ Depth Driller Distance to lot llne PERMIT NO. Absorpti n~r a(s) " Building foundation Sewer line Septic )a~kz ~ DISTANCE TO: - PIPE MATERIALS SOIL TEST RATING ~,~ ~' INSTALLER REMARKS Co APPRO~%~ ' ' o* *~ DATE LEGAL 72-013 (Rev, 3/' RPPLICRNT LOCRTION LEGRL ED~IRRD SCHLIEF GOLDEN VIEW DR. LOT 2 TIMBER TRAIL SUB ~5ii BRLCHEN DR. LOT SIZE 24~-746~ 22222 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS := ~ SOIL RATING (SQ FT?BR)= 85 THE REQUIRED SIZE OF:THE SOIL REiSORPTION SYSTEM IS: DEF'TIq= .:1..2 LENGTH= 2fi'; GF-:R'v"E L [:,EF'TH= 5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). F:EL::.,IJ X RE[) 5EF'T 'ir C: TR~4t( S I --'-~' E= t¢="00 ,3RLLf, b~$ PERMIT APPLICANT HRS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTRLLRTION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. T~4£, <2> I~4SPEI]:TIO~4S ARE RE6~IJIRE[) BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSRL SYSTEM IS · 00 FEET FOR R PRIVATE NELL OR $~0 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON TFIE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS ?~ FEET. WELL LOGS ARE REQUIRED AND MUST 8E RETURNED TO THE DEPARTMENT WITHIN 30 DRYS OF THE WELL COMPLETION. :OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE RVfllLRBLE TO INSURE PROPER INSTRLLRTION. PEF-:t4 I T ' E~<P I ~;:ES [)ECEt'IBE~:~: _~:-1., :l..L:~- 80 I CERTIFY THAT :1.: I RM FAMILIAR WITH THE REQUIREMENTS FoR ON-SITE SEWERS AND WELLS RS SET FORTH 8Y THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. _?,: I UNDERSTAND TH8T THE ON-SITE SEWER SYSTEM M8Y REOUIRE ENLARGEMENT IF THE RESIDENCE l~ REMODELED TO INCLUDE MORE THAN ]: BEDROOMS. SZGNSD .......... RPPL I C:FtNq~:D~--~' ~:HL I EF ~ ,,, ,il , ..... .... ' v4. o PERFORMED FOR: LEGAL DESCRIPTION: SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION, Pouch 6-650, Anchorage, Alaska 99502 276-222~ [] PERCOLATION TEST SOILS LOG -- PERCOLATION TEST DATE PERFORMEO: ~-P3~ ~0 4- 5- 6- 8 9 10 11 12 13 14 15 16 17 18 19- 20- COMMENTS PERFORMED BY: 72-002 (7/76) SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE T RUN BETWEEN ~ FT AND CERTIFIED BY: (minutes/inch) -- FT DATE: 82,5 L Street, Fourfl~ Floor Wes Anchorage, Alaska 9950! SIGNED Redif, prm® 4S 471 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WltL BE RETURNED WITH REPLY. DETACH AND FILE FOR FOLLOW-UP DATE RECEIVED ' iNSPECTION APPOINTMENTS , ~..~:2~.E./~e TIME TIME TIME DATE DATE DATE INSPECTOR NSPECTOR I NSPECT¢~.{. C~ . MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF H~ALTH & ) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIE~,!,/IRONMENTAL P~OTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION APR $ 1981 REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEW I DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing. PHONE 1. PROPERTY OWNER MAILING ADDRESS PROPERTY RESIDENT (if different from above) J ~,~ ~41. /V~. c~ l%z PHONE PHONE 2. BUYER MA.LING ADDRESS 3. LENDING INST..TIC. -- PHONE MAILING ADDRESS 4. REAL'rOE/AGENT J PHONE MAI LING ADDR ESS 5. LEGAL DESCRIPTION L STREET LOCATION 6. TYPE OF RESIDENCE /'~ NUMBER OF~BEDROOMS /~ ~ One E:] Four SINGLE FAMILY Two [] Five [] MULTIPLE FAMILY Three [] Six [] Other 7. WATE S PPLY ~ INDIVIDUAL* ' [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well Icg is re~quired for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 'UaZ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [~] ONE [] THREE [] FIVE [] TWO [] FOUR [] SiX [] OTHER 2, WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3, SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: / COCOQ If Tank is homemade ive dimensions: TYPE OF TANK TOTAL ABSORPTION AR EA PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING MANUFACTURER MATERIAL 4. DISTANCESwELLTO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS I~-APPROV ED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE 72-010 (Rev, 6/79) 825 "I_." STrlEET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M, SULLIVAN, April 7, ].981 Edward/Sir i Sch!ief 351]. Balchen Drive Anchorage, Alaska 99503 Subject: Tract 2 Lot 2 Timber Trails Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items ?lave been completed: (1) The water analysis report needs to be delivered to this office from the Chem Lab, 5633 B Street, for our review. (2) The well seal on the well needs to be tightened so that it is water tlght. If there is not a well seal, one needs to be put on and sealed so that iL is water tight. This will need to be reinspecLed by this office when completed. If there are any further questions, please call this office at 264-4720. Sinc er e].y, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ijw IIome Federal Savings and Loan 535 D Street 99501 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [~' ~' PERCOLATION TEST Pouch 6-650, Anchorage, Alaska 99502 276-222'~ SOILS LOG - PERCOLATION TEST \~'T'- 5 ~"Z.-'~-.,~ 1 2 3 4- 5 6 7 8 9 10 SLOPE 11 WAS GROUND WATER ENCOUNTERED? 12 13 14-~ 16- 17 1.5' 18 19 20 DATE PERFORMED:~ SITE PLAN IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) COMMENTS PERFORMED BY: ~_~1, TEST RUN BETWEEN FT AND -- FT 72-008 (7~76)