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Home My WebLink AboutSCHROEDER TR 2Schroeder Tract 2 #050-341-06 AI 1011lullirT"TA I Municipality of Anchorage Community Development Department JUL BGle�614of L On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 a http:/ANww.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131276 PID Number: 050-341-06 ❑ New ® Upgrade Name:JANINE JOHNSON ABSORPTION FIELD ❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound Address: 8585 RUTH DRIVE, EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 903-0909 3 0.8 GPD/Sq. Ft. 2 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Grovel depth beneath pipe: SEE DWG. rt. 0.5+ Ft. Fill added above original grade: Gravel length: Subdivision: SCHROEDER Block: Lot: TRACT 2 SEE DWG. Ft. 120 FEET (2 ® 60') Ft. Township: Range: Section: — — — Gravel width: Beds Number of lines Distance between lines: 5 Ft. — — Ft. SEPARATION DISTANCES Total absorption area: 600 Number of trenches: 2 Diel. between trenches; 10 T° Septic Absorption Lift Holding Public/Private From Tank Field Station Tank sewer ones so. Ft. Ft. well 100'+ 100'+ — — 25'+ TANK ® Septic ❑ S.T.E.P. 01 -folding ❑Other Manufacturer. Capacity: Surface Water 100'+ 100'+ — — ANCHORAGE TANK 1000 Gal. Lot tine 5'+ 10•+ - - N/A Material: STEEL Number of compartments: 2 Foundation 5'+ 10'+ — — LIFT STATION Curtain Drain NONE KNOWN Manufacturer c Iy: Gal. Remarks: "Pump on" level at: "Pump off" I High water alarm at: Pump Make h Electrical Inspections performed by: PIPE MATERIAL House to tank D-3034 Tank to D-3034 drainfield Installer Drainfield D-3034 CO/MT D-3034 NORTHERN EXCAVATING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 135.39 Ft. Inspection kation and Description` Dates: 1st 10/4/13 2nd 10/4/13 3rd 10/7/13 4th 10 7-8 13 FRONT DOOR THRESHOLD Community Development Department Approval ENaIMEER881JLL 0060 �F.. Conditional approval: Date: ooP�F, o° 4 T 0 p....... ... ... .......... Q J f r G mess:* OQ m / �g�/C/ Cif 7 53 4 � o�l1�e ifl. c� e 4� Approve Date: z�f df'r°fessior°Q �DOOpOo�a PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - OSP131276 050-341-06 \ \\ I SEPTIC SYSTEM ---_--- I DECOMMISSIONED PER UPC ` (PER CONTRACTOR) .. _ SHED �-_�'� i Ru DRIvE MAGNIFICENT MOUNTA SLOPES S/D; LOT EXISTING 3 BEDROOM HOUSE /--`NEW 1000 GALLON / i��>. SEPTIC TANK I I ' \ 1i FLOW SPLITTER ircN�- S TH#2 #1 CO3 \ MT2\ \ MT C05 NEW DRAINFIELDS GARNESS ENGINEERING GROUP, Ltd. p°O* -. CQN$UL•TANTS & GENERAL CONTRACTOR$ C NWR RM. SURE 101 • "HOWE, M NW7 • PHONE (907)337-6179 • FM (967)336-3248 • wE69RE: myomeaerglnpefiiq.<om a EPARED FOR: PHONE NUMBER: - PAGE NUMBER: JANINE JOHNSON 903-0909 2 OF 3 :AL DESCRIPTION: DRAWN BY: OQ s• SCHROEDER SUBDIVISION; TRACT 2 J.L.M. �04P, 'E OF WORK: DATE' Q AS -BUILT OF SEPTIC SYSTEM UPGRADE REVISED 12/5/14 PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - O5P131276 050-341-06 INSULATION J/r FINAL GRADE = 132.90 TOP OF TST2 AT INLET129.45� STI / AT TOPOUTOF TANK 29.51 INVERT OF AT INLET = INOTE: ADDITIONAL GRADING AND SEEDING TO BE DONE IN THE SPRING OF 2014. FILTER NEW 1000 GALLON SEPTIC TANK FILTER 'INAL GRADE = 91.5++ ORIGINAL GRADE = 89.75 (HIGH) INVERT OF PIPE = B :TOP OF LEVELING SAND \ FILTER = 87.75 `— BOTTOM OF EXCAVATION = 86.75 ELEVATION OF GROUNDWATER/BEDROCK = 81.75 INVERT OF BUNG AT OUTLET = 128.74 INAL GRADE = 96.10+ rORIGINAL GRADE = 94.17 (HIGH) `INVERT OF PIPE 92.68 TOP OF LEVELING SAND FILTER = 92.17 BOTTOM OF EXCAVATION = 91.17 RELATIVE ELEVATION OF GROUNDWATER/BEDROCK = 86.17— GARNESS ENGINEERING GROUP, Ltd. p 4 CONSULTANTS & O£NE /RAL CONTRACTORS ..... • • • . 0� �S�O T... �0 .................. 3NI1 E. TUWR ROAM. $WTE 101 • 9HOHOWE. W 9950'! • PHONE (90'!)337-6179 • FM (907)339-3246 • WE959E: vw.pn•Wanrpirwfinq.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER:4� ••• •••••• ......; ••• JANINE JOHNSON 903-09093 OF 3 �nn e y rness: LEGAL DESCRIPTION: DRAWN BY: oy�y. CE 795�� iG SCHROEDER SUBDIVISION; TRACT 2 J.L.M. z51.'a TYPE OF WORK: DATE: 044d PrOfesslO�' ate AS—BUILT OF SEPTIC SYSTEM UPGRADE 10/24/2013 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: OSP131276 Tax Code Number: 05034106000 Work Type: Septic Permit Effective Dates: August 23, 2013 to August 23, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SCHROEDER Site Legal Address: SCHROEDER TR 2 G:0162 Owner/Address: JOHNSON JANINE S & DAHL MARC 8585 RUTH DR EAGLE RIVER AK 995779651 Site Mailing Address: 8585 RUTH DR, Eagle River Lot Size in Sq Ft: 425700 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 All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcell.D. 0,50- 3y1- bio Property owner(s) JANINE JOHNSON Mailing,address 8585 RUTH DRIVE *EAGLE RIVER, AK 99577 Day phone Site address 8585 RUTH DRIVE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot) SCHROEDER TRACT 2 Legal description (Township, Section & Range) . Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Rail that apply) Initial El Single Family (SF) Absorption Field ® Upgrade ® (w/wo ADU) Septic Tank ®Renewal Duplex (D) ❑ ❑ ❑ Holding Tank Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes, GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Date of Payment: Receipt Number: 06101 ;l. Receipt Number: Permit No. 131 a 1 Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS August 5, 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic.Upgrade for Schroeder; Tract 2; To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system is in a state of failure and needs to be upgraded. We are proposing to install a new 1000 gallon septic tank and a dual 5 -wide trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. 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. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing there is a cutbank above the proposed drainfields location and 20-25% slopes running northeast to southwest at and below the proposed drainfields. We are 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. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com S4 SOFNT b\ S/D ��NTq T3 MAGNIFICENT MOUNTAIN SLOPES S/D; LOT 4 WELL IS LOCATED ON WEST SIDE OF PROPERTY CATES AVENUE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 701 E. TUDOR R , SUITE 101 • M HOWE, O1( 99507 • PHONE (907)33)-61)9 • FM (907)338-3248 Mxw,9ameaengimmin9.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JANINE JOHNSON & MARK DAHL 903-0909 1 1 OF 3 LEGAL DESCRIPTION: SCHROEDER SSUBDIVISION; TRACT 2 TYPE OF WORK: SITE PLAN FOR SEPTIC SYSEM UPGRADE J.L.M. VgI,T.._ u� 3 OF BEDROOMS: 3 PER DAY (GPD): 450 GPD 'ION RATE/S: :RAY-923,.:MIN/INCH. APPLICATION RATE: 0.8 DRAINFIELD SQ.FT.: 563 SQ FT MAXIMUM DEPTH: 3 FEET WIDTH: 5 FEET LENGTH: 2 ® 60 FEET = 120 FEET LOA. APPROVED SAND FILTERA—AS REQ'D FOR LEVEUNG EFFECTIVE: 0.5 FEET "moi REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 600 SQ FT LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT DEC. 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 MAGNIFICENT MOUNTAIN SLOPES S/D; LOT 4 WELL IS LOCATED ON WEST SIDE OF PROPERTY PROPOSED— DRAINFIELDS NOTE: THE CONTRACTOR SHALL HAVE THE WEST LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. EXISTING SEPTIC SYSTEM TO •. _ BE DECOMMISSIONED PER UPC EXISTING 3 C/0"S'\ST1�`�ROPOSED \ Y f�� 1000 GALLON /-SEPrTIC TANK J Iy i 00 k � / !COT THH \ \ \ o0 MT \ \ THk, \� \ M CO\\ \ \ 0 N MT N o N GARNESS ENGINEERING GROUP, Ltd, _.... CQNSULTANTS & GENERAL CONTRACTORS 1 E. TUDOR ROAD, SUITE 101 • ONCHORAM Off 99507 • PHONE (90))33)-0179 • FM (907)330x240 • WEBSITE: �......M.dngsu. ;EPARED FOR: PHONE NUMBER: PAGE NUMBER: JANINE JOHNSON 903-0909 2 OF 3 GAL DESCRIPTION: DRAWN BY: SCHROEDER; TRACT 2 PNB -E OF WORK: DATE: PROPOSED SEPTIC SYSTEM UPGRADE 8/5/13 (Rev. 01105) SLOPE MOUND JUST SHY OF WEST LOT LINE. SLOPES OF ADDITIONAL COVER ARE NOT REQUIRED TO BE 3:1 FOR SYSTEMS THAT ARE BELOW ORIGINAL GRADE. SLOPE MUST BE TOPSOILED & HYDROSEED FOR STABILIZATION. AN& GWE FlLT 3' ; MAX nLT ' MAX 51 ay, 3 3� LEVELING COURSE OF MOA SAND AS REQUIRED. c ' �,1 FOOT) COURSE OF MOA SAND AS REQUIRED. M 1 FOOT) LEVELING COURSE OF MOA SAND must BE AT LEAST 1+ (Rev. GIM5) GARNESS ENGINEERING GROUP, Ltd. r. T �* � CQHSULPRT3&GEi.IERAL CONTRACTORS ii �..... ... .. 1 E MOOR PMD, SNGE 101 • MCHOWE, W 99507 • PHONE (907)337-6179 • FM (907)336x246 a M£BSOE: www.gomeaenglneeflnq.cam lEPARED FOR: PHONE NUMBER: PAGE NUMBER: Op J f •..•..• ........... JANINE JOHNSON 903-0909 3 OF 3 rness, GAL DESCRIPTION: DRAWN BY: O 9,�� CE—�7 9� SCHROEDER; TRACT 2 PNB ee'4/"!lF3��aoo -E OF WORK: DATE: 8/5/13 4�oOP o fesOQoo PROFILE OF DRAINFIELD (Rev. GIM5) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENFRAL CONTRACTORS— _... - 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, M. 99507 • PHME: (907)337-8119 - —M -(907)338—N16 WEHSlIE: g"meaengine"dr SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SCHROEDER; TRACT 2 PERFORMED FOR: JANINE JOHNSON DATE: 7/22/13 DEPTH ____ (feet) TEST HOLE #1 1 ORGANICS SOIL 2- DATE DRY 7/22/13 8' 8/2/13 3- 345 — — 6.00" — 2 4- /_% 3.50" 3 — 5— LE 4 — GM 6- 5 — — 6.00" — 7- 789 6 — 30 2.75" 3.25" 8- 9— B.O.H. 10- 11 12- 2131415161718 13- 14- 15- 16- 17- 18— SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE DRY 7/22/13 8' 8/2/13 1 — — 6.00" — 2 — /_% 3.50" 3 — — 6.00" LE 4 — 30 2.75" 3.25" 5 — — 6.00" — 6 DEPTH TO GROUNDWATER DATE DRY 7/22/13 8' 8/2/13 1 — — 6.00" — OF A Ga ess.� CE -7953 mmi P+'of essl0"°o SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) 7/26/13 1 — — 6.00" — 2 — 30 2.50" 3.50" 3 — — 6.00" — 4 — 30 2.75" 3.25" 5 — — 6.00" — 6 — 30 2.75" 3.25" 19� PERCOLATION RATE .;.;.(MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 21 GARNESS ENGINEERING GROUP, Ltd, CONSULTANTS & GENERAL CONTRACTORS� 3701 E. NDOR ROAD, SURE 101 • ANCHORAGE, W. 99507 a PHONE: (907)331-61]9 a FM-. (9011336-3M • N£HSRE: gamenenginnH, SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SCHROEDER; TRACT 2 PERFORMED FOR: JANINE JOHNSON DATE: 7/22/13 DEPTH (feet) TEST HOLE #2 1 --- ORGANICS 5 6 7 8 9 10 11 12 13 14 15 16 —_-- /// iCL 7/22/13 SOIL CLASSIFICATIONS 2 0 01 SW IIIIIIIIMHGM 3 — SP CHSMI GW 4 — 30 2.50" 3.50" ORG 5 — SC 6 — 30 2.50" 3.50" GP UflTM ML - 5 6 7 8 9 10 11 12 13 14 15 16 DEPTH TO GROUNDWATER YGM+ /// iCL 7/22/13 DRY GCNNNOL 0 01 SW IIIIIIIIMHGM 3 — SP CHSMI 4 — 30 2.50" 3.50" 5 — SC DEPTH TO GROUNDWATER DATE DRY 7/22/13 DRY 8/2/13 2 — 30 2.50" 3.50" 17 18 19 PERCOLATION RATE i' (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I m ey A. Garness. CEJ -7 53 . '. 13. 31 Pro fessionit o SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 7/26/13 1 — — 6.00" — 2 — 30 2.50" 3.50" 3 — — 6.00" — 4 — 30 2.50" 3.50" 5 — — 6.00" — 6 — 30 2.50" 3.50" M -w DRILLING, Inc. P. O. Box 4-1224 • 1310C International Airport Road MUNICIPALITY OF ANCHORAGE (907) 274-4611 DEPT. OF FEAI.TN & ANCHORAGE, ALASKA 99509 ENVIRONMENIAL PROTECTION DRILLING LOG MAY 2 0 Well Owner RU E A Location (address of: Township, Range, Section, if known; or distance main road Size of casing_. Depth of Hole feet Cased to—_feet Static water level ft. (above) (below) land surface. Finish of well (check one) open end ( ) Screen ( ) ; Perforated Describe screen or perforation— Well pumping test at—',—gallons per (hour) (minute) for hours with ft. of drawdown from static level. Date of completion WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness TO TO TO " _ TO-- _ TO TO / TO- TO- TO- TO- 2 OTOTO 2 — STATE: 1"11_ N " I C. 11:=""1— 1 -T- 0-r" C.9 F:7 "V 4 C.- V-1 Cl P� "0. i L� DEPART'PlEN'r OF HEALTH AND ENV IRONMEN'TAt... PRO'TECTION 2510 E. 'TUDOR RD. , ANCHORAGE, AK. 99� 507 276-2221 PERMIT NO. ( 76155 ) Al---'PLICAN-r -,TFl-:r'.VlASEE. SR BOX 209 (:',94-9181 LOCATION EAGLE RIVER RD rR 2 SCHROEDER SUBD LOT' c312E 422532 S-(-.'!UARE FELi-l' MINIMUM DTS'TANCE BETWEEN A WELL AND ANY ON --SITE SI-1-JACIF ["ISPOSAL SYSTEM IS 1(10 FEET' FOR A PRIVATE WELL OR 200 FEET' FOR A PUBLIC', WELL.. WELL LOGS ARE REQUIRED AND MUST BE RETURNEC, 'TO THE DEPAPTNEN'T"14111-11N 30 DAYS OF 'THE WELL COMPLETION. SPECIFICATIONS nND CONS`rRUC'TION DIAGRAMS ARE AVAILABLE 'TO IP.ISURE PROPER IN3TALLATION. F:o t� FZ" 1r-1 I -IF V, r I L- I C> F"-- Cl F.,n irD PA EE 6-irm la" V-1 i;, fl;= FA C--Dq 1--1 T. 10 E -:_- I CERTIFY 'THAT 1: 1 AM FAMILIAR, Wl'TH THE REQUIREMENT'S FOR ON—SITE SEWERS AND klELLS F-15. SE'l, FORTH BY THE MUNI CIPAL I TY OF ANCHORAGE. 2: 1 WILL INSTALL THE' SYSTEM IN ACCORDANCE W111-1 THE CODES. GNEO: T j APP ..F FlY MA! Ic-1,19-1ED BY C;AA3-HD.I ( TER ANCHORAGE AREA BORA ,H uENARTMENT OF ENVIRONMENTAL QUALI Y 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING -- --ADDRESS LOCATIONl_ty�llrt'/� LEGAL DESCRIPTIONfZ,4eX SEPTIC TANK: DISTANCE FROM WELL_ __MATERIAL_.S LIQUID CAPACITY_%�'(� ____ —GALLONS. INSIDE LENGTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF / '_l COMPARTMENTS — _S%>c'i%`-f LIQUID INSIDE WIDTH_ —DEPTH r NUMBER OF PITS _ / .—OUTSIDE DIAMETER _OR WIDTH LENGTH_/;' DEPTH, LINING MATERIAL/e-('( DISTANCE FROM WELL_�4� ,/BUILDING FOUNDATIONIf NEAREST LOT LINE `l' /_ L-`--__ TOTAL EFFECTIVE ABSORPTION AREA (WALL ARE/A')_ _SQ. FT. TILE DRAIN FIELD: - TOTAL LENGTH l^ DISTANCE FROM wELL_ %— FOUNDATION NEAREST LOT LINE OF LINES- NUMBER OF LINES- / DISTANCE BETWEEN LINES. �� TRENCH WIDTH/IN, TOTAL EFFECTIVE ABSORPTION AR A__. —SQ. FT. LENGTH OF EACH LINE -- — DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE W ELL:�/ '� DISTANCE FROM WATER TYPEL��'_._ , DEPTH_ BUILDING FOUNDATION___ SAMPLE NEAREST NEAREST SEPTIC ; �,i1 - SEEPAGE i OTHER LOT IINE — SEWER LINE , TANK SYSTEM_1C1.ZC<-CESSPOOL SOURCES__ DIAGRAM OF SYSTEM y DISTANCES DATE,/ 2/ APPROVE fir, /4; / I GREAT ER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE. ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT [.; ,i' i (•�� MAILING ADDRESS Ai b(1'( INSTALLATION LOCATION LEGAL DESCRIPTION i+�-(C / + i'`I•~ `��--II 1 C 'i-"<�/{''V-'/L//��j G (!' ��-- INSTALLATION OF: SEPTIC TANK / SEEPAGE PIT DRAIN FIELD TYPE AND SIZE OF FACILITY TO BE SERVED _-( FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED PERMIT NO. 1 + PHONE OTHER TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE. REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. i /- SEPTIC TANK SIZE � � - � l -TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL / .J �- �/SE�PAGE AREA SIZE DRAIN FIELD SEPTIC TANK , SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE GRAVEL 13ACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. i HEALTH AUTHORITY OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. -+ f pqTE�' APPLICANT'S SIGNATURE WELL TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD 1�. (/l (" SEPTIC TANK, -� SEEPAGE PIT DRAIN FIELD 2 TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL 13ACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. i HEALTH AUTHORITY OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. -+ f pqTE�' APPLICANT'S SIGNATURE GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. / 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE. ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT BqB [' MAILING ADDRESS PHONE a=;..1. INSTALLATION LOCAT LEGAL DESCRIPTION I 1 - INSTALLATION OF: SEPTIC TANK T r�_,y ".:F' SEEPAGE PIT_ 4, DRAIN FIELD , OTHER A TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALI SEPTIC TANK SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE AREA SIZE DRAIN FIELD DRAIN FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PIT SEPTIC TANK, SEEPAGE PIT . DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM I'D BOROUGH REGULATIONS REGARDING INSTALLATION. 3 HEALTH AUTHORITY , OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE I 4,A 5 6 WaS GrOU71d -r7ac - no J X T 190 s%t!are feet of ",.."rainage area is required per bedroom. =Y;, National Testing Services, Inc. Date. " , C [,e: 109 Per Schroeder Dei, Tract 2 Plot 66 Sec. 14 a)L Loose gray sandy, silty -7-7— gravel (GM) L—q 2-11 with poorly graded sand I seams I 4,A 5 6 WaS GrOU71d -r7ac - no J X T 190 s%t!are feet of ",.."rainage area is required per bedroom. =Y;, National Testing Services, Inc. Date. " ,