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Home My WebLink AboutTIMBERLUX #3 BLK F LT 17Onsite Fife s ihx .%3_ if #018 tia ars: � 8�' 41 .�.- 7yr., 3 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171088 PID Number: 018-271-83 Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New X Upgrade Name: Jerrold Parker ABSORPTION FIELD ❑ Deep Trench ❑■ Shallow Trench ❑ Bed ❑ Mound Address 4541 Timberlux Circle Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 357-9394 4 1.2 GPD/SF 1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade .5 Ft. Gravel depth beneath pipe •5 Ft. Subdivision Block Lot Timberlux #3 F 17 Fill added above original grade 2.4-2.5 Ft. Gravel length 100 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line z 500 Ft 2 >10 Ft. Well >100' >100' >100' NA >25' TANK IN Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 11,250 Gal. Surface Water >100' >100' >100' NA Material Number of compartments Lot Line >5' >10' >5' NANA Steel Two Foundation >5' >10' >5' NA LIFT STATION Manufacturer Capacity Curtain Drain None Noted Anchorage Tank/Orenco 500 Gal. Remarks Existing Septic Tank and Absorption Pump on level atJin. 42 mp off level at 38 High water alarm at 44 Trench Decommissioned in Accordance in. in. with Municipal Code. Pump make and model Electrical Inspections performed by MOA Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Denali Excavating Drainfield D3034 CO/MT Inspector MEA BENCH MARK (Assumed elevation) 100.0 ft Inspection �5` 6/7/17 6/8/17 Location and description 2nd 3`d 6/9/17 4"' Top of Gas Meter. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL .-,g,''1 'n - - F 3'�( eiC��i'� ° ^ Conditional Approval: Date <O �R P•°^� ° ° `•�`�` �° r z ° 49 -LH -1 !° �ae o0 o<ea oea o o/c «po.o o � r OeelOCO COv eo CCe<O o^ee+Ccecoo e0` (A •�hlICHAEL E. ANDERSON CE -438] Approved �uyti J Date�OFESSO '4� 11 1bPML1U1 I RC[IUI L_y- 1- I /.000 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT Permit Number: OSP171088 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 TIMBERLUX SUB. BLOCK F, LOT NOTE: Drawing Not Completed From Surveyed As Built. Locations Are Not Exact. NO. 3 17 / Page 2 of 3 PID No. 018-271-83 V11T /Alternate M2 Site A I \ S1 39.5' 23.8' S2 46.5' 30.5' MH 56.0' 36.6' M1 57.2' 30.2' M2 67.1' 45.6' 2C0 S2 Sj � � B � co / Four \ Bedroom A Home T/ti1eERCU k C/J � MNT.I� '- 1 .• 91 *' 49 •.......... • MICHAEL E. ANDERSOf i CE 4381 .• �`�i Driveway i Existing Well G ALTERNATE SITE: Advantex Treatment System w/24' Long x 5' Wide x .5' Effective Depth Absorption Trench. App. Rate 5 GPD/SF NOTE: Existing Tank and Absorption Trench Decommissioned in Accordance with Municipal Code. SITE PLAN SCALE 1" = 40' LEGEND MT — Monitor Tube FCO — Foundation Clean Out TH — Test Hole CO — Clean Out 2CO — Double Clean Out Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP171088 PID No. 018-271-83 N W14 98.1 0 0 U) r n n nn :2 1 1 1,250 Gallon Septic Tank 1 500 Gallon 93.05 Lift Station EASTTRENCH NOTE: All Organic Material Removed and Replaced with MOA Approved Sand. DI .9 WEST TRENCH 15 - I" Diameter Holes @ 3.3' On Center Each Lateral 16 NOTE' All Organic Material Removed and Replaced with MOA Approved Sand. TIMBERLUX SUB. NO. 3 BLOCK F, LOT 17 Ir"I"'ROFILE AS -BUILT No Scale MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program N0 5. PO Box 196650 4700 Elmore Road fi Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http//www.muni.org/onsite *. [ti UL.par�tmc nt Aht'HC RpU4 On-Site Wastewater Disposal System Permit Permit Number: OSP171088 Effective Date: 6/1/2017 Work Type: Septic Upgrade Expiration Date: 6/1/2018 Tax Code Number: 01827183000 Site Legal Address: TIMBERLUX#3 BLK F LT 17 G:3136 Site Mailing Address: 4541 TIMBERLUX CIR, Anchorage Owner: PARKER JERROLD Lot Size in Sq Ft: 42689 Design Engineer: ANDERSON ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field El Septic Tank ❑ Holding Tank ❑ Privy El Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A test hole is to be completed prior to construction of the septic field to demonstrate separation to impermeable barrier and groundwater and to confirm percolation rate. An additional percolation test hole shall be completed so that both the proposed and alternate fields are entirely within the 30 foot radius of a percolation test. Location of test holes shall be as shown on permitted site plan. Construction may proceed at your own risk before the 7-day groundwater monitoring is complete. If the results require a design change, construction of the system shall stop pending On-site review and approval of a change order. Please submit stamped and signed results of the test holes with the Inspection Report/Record Drawings. CD 4`i 6/x%/7 91 n G n e d KG * h� lien 1 9 rix cnd"'a r, 4. J - Provide- 7 Gray 6r(•`) .s,onrrr'nol Received By: (),..14U,CCL ytl_ Date: Issued By: RL(JfMJ. CQ, Date: bff 1 1 Lent Municipality of Anchorage ;rs P.O. Box 196650 a 4700 Elmore Road Anchorage, Alaska 99519-6650 s (907) 343-7904 5 Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171042 COSA#: Permit#: OSP171088 PID#: 018-271-83 Legal Description: Timberlux#3 Block F Lot 17 Engineer: Anderson Engineering Applicant: Jerrold &Jackie Parker Your request for a waiver of the requirement that the absorption field be installed parallel to the contour lines of the slope has been approved. See engineer's letter and profile drawing for waiver justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all code requirements be met or another approval from this department. n 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. M Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: G/1 /J 11 Approved by: I t�'tik C Name of Reviewer *'Y*'k VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE f�t‘i 9 tO >> c• 1 Community Development Department Wil/ one: 907-343-7904 Development Services Division 16 2017 Fax: 907 343 7997On-Site Water & Wastewater Program wON-SITE SEWERM/ELL PER �PLIGT1Q SOC 68L°s Parcel I.D. 018-271-83 Property owner(s) Jerrold & Jackie Parker Day phone Mailing address 4541 Timberlux Circle Anchorage, AK 99516 Site address P.O. Box 111795 Anchorage, AK 99511 Legal description (Sub'd., Block & Lot) Timberlux#3, Block F, Lot 17 Legal description (Township, Range & Section) Lot Size 42,689 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field Ill Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: -Arc() cjhfe.YPe��d c �c - �- c ,,4_„,.� - 1,�.� �} Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. r .__A _,I____ (Signature o roperty owner or authorized agent) Permit/Rush Fees: 5(001 Waiver Fees: 4) 1 5 Date of Payment: 6(I i i ii Date of Payment: 5/3 i// 7 Receipt Number: 073?5 GI Receipt Number: 0 5 ( 6 Permit No. 05e ii I b Waiver No. o S V 17/ 4 y a Permit App_9-1-12.doc ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) May 14, 2017 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 Elmore Road Anchorage, AK 99519-6650 Subject: Lot 17, Block F, Timberlux Subdivision No. 3 Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The septic tank on the subject lot has failed and is currently collapsed and along with the existing absorption system must be replaced. We are therefore requesting a permit be issued for the upgrade of the septic system to accommodate the four-bedroom home on the lot. The attached Site Plan and backup documentation identify the location and configuration of the existing and proposed septic systems along with the existing well. The existing septic tank will be decommissioned in accordance with Municipal Code. The existing absorption trench will be decommissioned in accordance with Municipal Code. Also identified on the plans are the locations of the existing well this lot and adjacent lots. No conflicts exist between the proposed septic system and the wells on this or adjacent lots. Drainage arrows are shown indicating the current drainage patterns. The ground surface in the area of the proposed trench is virtually flat. The drainage patterns will be maintained after construction. The test hole recently placed on the lot indicated Sandy Gravel with some Silt (GM) in the absorption zone of the trench. The percolation rate was determined to be between 4.4 and 5. Groundwater was encountered during the placement of the test hole at 8' below the surface and rose to 5' during the monitoring period. We have designed the new absorption system with an application rate of 1 .2 gallons per day per square foot. We are proposing to place a new 1,250 gallon septic tank along with a 500 gallon add on lift station and 2-50' long trench by 5' wide absorption trenches with a .5' effective depth. The total depth of the system will be 1' with the distribution line varying from .5' below the surface to .5' above the surface. Lot 17, Block F, Timberlux #3 May 14, 2017 Page Two The existing absorption trench was found to be dry on May 13. It is located approximately 16' from the new absorption trenches. The trench currently has 5' of groundwater. This indicates the groundwater levels today are higher than those seen on May 13 and more representative of the high water level. The ground surface on the lot in the area of the new trench is flows slightly to the north and parallel with the proposed trench. The elevation drop from the south to the north end of the trench is slight. The trench will be placed out of parallel to the contours but will remain entirely in the percolation zone in conformance with design criteria. MOA approved sand will be placed to raise and level the trench and to replace organic material under the trenches. A minimum of 100' will be maintained between all components of the septic system and the proposed well and from any surface water in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, -1144-4-14-41 4+��"q*I1 Michael E. Anderson, P.E. , P • qSi# Attachments :„t: 49 TH * • :tat41.4_12...t... fI %MICHAEL E. ANDERSON . r I�Jr.•• CE-4381 •:`�`"a! ,_ . /),.... , / I / L, I 1 2 e) \ 3 I \ \ '/'/ \ 4_ I � � / \ l ///0 107Ut11. Esnt •Mid I Cu, I ,. I -- - ) i \ \ N\. Q, ti / / 4 x'19 `r � --- * -.. iih_ A . 17\\ WWI //8 1 I \ t �- I I I // �\ I // / r 16 �� Cb--, f 9 P \�.� 1 _J 1I /� I 1 >I 13 \ - / 14 1015 12 = q�1l LOT 17 ) BLOCK F fe- TM :v, TIMBERLUX # 3` % - -d AREA MAP MICHAEL E.ANDERSOF / f+��`�s�•, 438T,.,... � SCALE 1' = 100' �i1�F�pROFE5Sti0NA�.� TIMBERLUX SUBDIVISION NO. 3 BLOCK F, LOT 17 NOTE: Steepen Slope on NW Side ‘S5 of Trench as Necessary to �'� ''' '.'''''' '''''''''''''V---_, Insure 2' Separation from 2-50' Long x 5' Wide x .5' Effective 1 i z Property Line. dr„' Depth Absorption ' Trenches \ \ s ,a. NOTE: ,o, i ,yt Verify Foundation d� ism Clean Out. Replace` NOTE: MT if Necessary. Abandon Existing MT / % Alternate Absorption Trench / Site i in Place. o �f 2C0 Septic Gallon �% Tank S ~ Four N.N. // Bedroorn/ / Driveway r ALTERNATE SITE: Advantex Treatment System w/24' V Long x 5' Wide x .5' Effective I Depth Absorption Trench. App. Rate 5 GPD/SF Existing Well Nis, NOTE: �R�(i Decommission Existing Tank in C/1jc Accordance with Municipal Code. 4-L Place New 1 ,250 Gallon Septic Tank �.,,,..��xx\x, Outside 100' Well Radius. of'4 � f°0 LEGEND TM fravie* •* .. .. .... .. ../ MT — Monitor Tube �� /�1 FCO — Foundation Clean Out F MICHAEL E.ANDERS0EI • SITE PLAN TH — Test Hole �i/F'• E4381 •��i4 _ CO — Clean Out ii,�0..4 1' �``��. ' 2C0 — Double Clean Out �� F2)PROFESSIONA\-+ SCALE 1 '' — 40 LOT 17, BLOCK F, TIMBERLUX NO. 3 DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home 5'Wide Trench System Perc. Rate: 1-5 Min./Inch 1,250 Gallon Septic Tank Application Rate: 1.2 GPO/SF 500 Gallon Add On Lift Station 1' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 SF Absorption Area 600 SF/1.2 GPD/SF/5 SF/LF*No(Red. Factor) = 100 LF Trench Length THEREFORE: Construct 2-50' Long x 5 Wide x 1' Effective Depth Absorption Trenches at the Location Shown. Distribution Line to be Placed .5' Below Ground. Total Depth to be 1'Below the Surface. Provide 2"of Insulation and 2'Cover Over Absorption Trenches and 4'Cover Over Septic Tank. Construct System a Minimum of 100' From All Wells in the Area. Topsoil and Seed Mounded Area to Prevent Erosion 3 3 1 A2" Insulation & 1 r 2' Geotextile Fabric ii►ii iAFiiAFiiA 6" 6" El= 1" Perforated PVC (Holes Down) 15 3/16" Diameter Per Lateral @ 3.3'Spacing Drainfield Rock 5' I I TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. ': 481�� Minimum 100'Separation From Private Wells in the Area. #11*b.• TM •77 Minimum 100' Separation From Surface Water or Streams. ;0-0 ci,L,44_7 FA MICHAEL E.ANDERSOAt ,, �F• cE4381 •�` $ l� F�pRDfES510N"�� `k\\\- ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) May 31, 2017 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 17, Block F, Timberlux No. 3 Subdivision Absorption Trench to Ground Contours Dear Onsite Services Engineer: Very little area remains on Lot 17, Block F, Timberlux No. 3 Subdivision to upgrade the septic system. The usable are is limited by the location of the well on this and adjacent lots. The most suitable area to place the new absorption trenches runs perpendicular to the contours of the ground surface. The surface slope in the area is 2% in a south to north direction. The distribution line in the absorption trench will be placed at .5' below ground at the south end and at the ground surface at the north end. The organic layer in this area is approximately .5' in depth. Organic material will be removed and replaced with MOA approved sand. Sand will also be utilized to level the new trenches. We therefore request a waiver be issued allowing placement of the new absorption trench to run perpendicular to the ground slope contours. Sincerely, Michael E. Anderson, P.E. CF 4/ �'• „t h• •: �/ "'•,MICHAEL E. ANDERSON •�♦��T:,•• NO. CE-43381 ;' �- •, 4.' OCES )��4•• RSs • LOT 17, BLOCK F, TIMBERLUX SUBDIVISION NO. 3 THEREFORE: Construct2-50' Long x 5'Wide x .5' Effective Depth Absorption Trenches. The Longitudinal Section of the Trenches is 50' Long. Flowline Elevation to be 6" Below Original Ground Surface at the South End and 6"Above Original Ground Surface at the North End. Flowline to be Level in the Trench. Total Trench Depth to be 1' at South End and at the Surface at the North End. Provide 2"of Insulation and 2' of Cover Over Absorption Trench and 4'of Cover Over Septic Tank. Remove Organic Material and Replace with MOA Approved Sand as Shown. Finished Grade 3 3 1 �1 F 2'0" 2" Insulation & 1" Perforated Geotextile Fabric / PVC (Holes Down) xisting Ground_ � _ 6" -—� 6" Drainfield Rock — -- — __ _ 6"i Existing Ground Ara' OAF ArAer Remove Organics and Replace with MOA Approved Sand. . .. .. tt �•, • 50' *; 49TH r .vii LONGITUDINAL DEEP TRENCH SECTION ,�. ••........:: .... '' (NO SCALE) ; MICHAEL E. ANDERSON . 0 * J • CE-4381 .•4-, . kp''4FEss1oo;z:" 1� �� MUNICIPALITY OF ANCHORAGE ++��rrripi+, DEVELOPMENT SERVICES DEPARTMENT +4* 4/00 BRAGAW STREET ANCHORAGE, AK 99519-6650 if 'V- *\ ft f i 49th SOILS LOG - PERCOLATION TEST . 7 i.- • :0:.MICHAEL E. ANDERSON C` LEGAL DESCRIPTION: LOT 17, BLOCK F, TIMBERLUX SUBDIVISION 41-.A:\ NO. CE-4381 stir PERFORMED FOR: JERROLD PARKER •• ,Sii li•••` DATE: 6/1/17 PROJECT No.: -.11mrrrr*-- PARCEL ID#: TECHNICIAN: J. MILLETTE Professional Engineers Sump. DEPTH TEST HOLE 1 (feet) OB/OG SLOPE SITE PLAN a 4 " d a 3 4 • d ' 5 .d SEE SITE PLAN 6 A a 7 a -4. POORLY GRADED GRAVEL A. WITH SAND 8 a GM 9 10 °,, 4 WAS GROUND WATER ENCOUNTERED? YES IF YES 4;WHAT DEPTH'' 8' S DEPTH OF WATER AFTER MONITORING: 5' 2% I I a DATE OF MONITORING: 6/6/17 12 • BOH @ 12' GROSS TIME NET TIME DEPTH TO NET DROP' 13 DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15— 6/5 1 7:52 1.75" 16— 2 8:22 30 8.50" 6.75" 3 8:23 1.50" 17— 4 8:53 30 8.25" 6.75" 18— 5 8:54 1.50" 19— 6 9:24 30 8.25" 6.75" 20 - PERCOLATION RATE:4•5 (MIN/INCH) PERC.HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 1.0 FT. and 2.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/6/17 GREm ER ANCHORAGE AREA BO ' IGH Department of Environmental Ouality 3330 C Street Anchorage, Alaska 99503 INSP]-=-CTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELLT~ MANUFACTURER ~---g~. INSIDE LENGTH f~ / INSIDE WIDTH NUMBER OF MATERIAL -~"~'~'~ ~ //~-~ COMPARTMENTS / LIQUID DEPTH LIQUID CAPAC TY/'~'~'"~GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL__FOUNDATION ~>~'/~/~ NUMBER OF LINES / DISTANCE BETWEEN LINES ABSORPTION AREA ~'-~Tg /~ NEAREST LOT LINE__ / TRENCH WIDTH DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH / OF LINES ':~ / IN. TOTAL EFFECTIVE FT. LENGTH OF EACH LINE ,_'~"' ' ~/ DEPTH OF F,LTER MATERIAL BENEATH TILE ~' ~ IN. ABOVE TILE WELL: TYPE __~ BUILDING FOUNDATION CESSPOOL APPROVED_ CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED NEAREST SEPTIC SEWER LINE TANK REMARKS DEPTH SEEPAGE SYSTEM DISTANCE FROM: DISTANCES: INSTALLED BY:~¢ SEWER LINE DEPTH: LOT SLOPE: __ REMARKS: OF SYSTEM ! DATE ~'~APPROVED Form EQ-032 GRe~, ~R ANCHORAGE AREA BOF Ugh · ~F.,RTME.T OF E.",RO"M E.TAL QUA L'~<, ....ERM,T .O. NOTE: THIS PERMIT IS NOT VA~ID ~L COMPLETION DATE ANTICIPATED . FINAL INSPECTION: 2, HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSE~t'I..ITIOI SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS INSPECTION BY THE FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT , DRAIN FIELD BEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEETINTO UND[STURBE~ SOIL. I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS DATE PPLICANT'~ ~]GNATURE 28-68 AND THAT THE ABOVE ,, .. :: ~,,. ~J~ (~'~REtJ '-R ANCHORAGE: AREA ~ ~H ~ ' /q~ll II~ IIINN%~ ~ ~ ~ ~sso "c" STREET ANCHORAGE, ALASKA 99503 ,~ ...... [~' SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT TO BE INSTALLED BY SOIL TEST RESULTS ~/~ '~/~J'~ NOTE: THIS pERMIT IS NOT VALID WITHOUT SOIL TE~T COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE EHVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. ::; .',: ; MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPA~~ DRAin FIELD -- WATER MAIN TO ~EPTIC TANK - SEEPAGE ~T ' DRAIN FIELD /~ / FITTED WITH AIRTIGHT REMOVABLE CAP~- GRAVEL BACKFILL -- ~i ~ - ~ ' DIAGRAM OF SYSTEM CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF R ANCHORAG/~ AREA OUG RD[NANCE NO. 28.68 AND THAT THE ABOVE GREATER ANCUORAGE AREA BOROU! '~/Department of EnvSronmengal 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG - PEROLATION TEST Performed for Legal Descrip~~ This form reports: Soiling" Depth Feet 2- 3- 4- 5- 6- 7- 8- Date Performed Percolation test lO- ll - 12- Was ground water encountered.* If yes, at wi)at depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percolation ra~e ~ninute~ · Proposed installat-~-~-n?--S-~ii-~-~age Pit D.rain Field _ Depth to bottom of pit or ~rench 'Jepth of Inlet ...... . CO~ I~iE~TS: gq-040 (6/74) h