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HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 2 LT 1 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181386 PID Number: 017-022-01 Dwelling: ❑® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New FOR Upgrade Name: Robert & Joann Congdon ABSORPTION FIELD ❑ Deep Trench © Shallow Trench ❑ Bed ❑ Mound Address 7300 S. Park Drive Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade (907) 244-5499 3 4.0 GPD/SF 6.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.5 Ft. Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot Mountain Park Estates #2 2 1 Fill added above original grade O Ft. Gravel length 20.0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES Tol Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 143 Ft2 1 Ft. Well >100' >100' N/A N/A >25, TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑® Other Manufacturer Orenco (FAP) Capacity 1500 Gal. Surface Water >100' >100' N/A NIA Material Number of compartments Lot Line >5' >10' N/A NIA Fiberglass 2 NA Foundation >10' >10' N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain None Noted Remarks No insulation was used Pump on level at Pump off level at High water alarm at CAT III Advantex System in. in. in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Exist. drainfield Tank to D3034 Wilco Contracting Drainfield D3034 CO/MTD 3034 Inspector J. Williams BENCHMARK (Assumed elevation) 100 ft Inspectes: 1tion5` 11/26/18 11/27/18 Location and description 2�d 3 I 4th Bottom of siding COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date .law, . • • :'��Q� Awl 419 1--Benjarr1911chiller 1` Approved 1 Date 2y �F� • CE 12592 • i`4�� 4/24/19 �� pROFESS14Nt` �-��� --- rnspecuon Keporii_a- r- rt.aoc 20' LONG x 5' WIDE x 2'EFFECTIVE DEPTHABSORPTION TRENCHCO - CLEANOUT2CO - DOUBLE CLEANOUTFCO - FOUNDATION CLEANOUTMH - MANHOLEMT - MONITORING TUBESV - SEPTIC VENTTH - TEST HOLECONTOUR INTERVAL - 5'LEGENDPERMIT # OSP181386PID # 017-022-01MOUNTAIN PARK ESTATES #2, BLOCK 2 LOT 1Apr 24, 2019ABMH164.0MH269.02CO170.5AB2CO270.3CO365.0CO450.3MT52.840.350.150.351.765.662.464.81"=50'FEET050100EXISTING WELLFCOSOUTH PARK DRIVESAUNDERS ROADHILLSIDE DRIVE10' UTILITY EASEMENT 3-BDRM HOMETHA1,500 GALLON FAPADVANTEX TANKw/AX-20 FILTER.MH2COCO3CO4MTMH780775EXISTING WELLEXISTING WELLEXISTING WELLPLAN AS-BUILT(NO SCALE) PROFILE AS-BUILT (NO SCALE) 95.3 20' DRAINFIELD ROCKMTFCOMH1 MH21500 GAL SEPTIC TANK TH ANO GROUNDWATER 10/16/18 85.9 87.9 COCO80.4 87.9 92.4 ORIGINAL & FINISHED GRADE PERMIT # OSP181386 PID # 017-022-01 MOUNTAIN PARK ESTATES #2, BLOCK 2 LOT 1 AX-20 POD AND MANHOLES ..\seal - anderson signed.jpg Apr 24, 2019 85.9 91.5 87.1 SEPTIC NZ C C) O SEPTIC Z (1 v N I$) N SOUTH PARK DRIVE 4.0'x9.5' BALCONY Lot 1 DECK 23,760 s.f. 3.8'x8.0' SHED 1.3 ENCLOSED A,. STAIRWELL CANT 36.3• w� DAy�IGHT /�SNOE 79. 36.2' m MT , to 23.5• N N F_7 —WELL = r - N I 2-3' rf) m 0 o v M M w 21 s.00' i( 8.2'x12.2'�SHED i 8.0'x12.2' SHED I / Lot 2 10' UTILITY EASEMENT PLOT PLAN AS BUILT X SCALE _1L 550' GRID SW 2839 Project No. 18-541/A2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone p0000p00 (907) 522-4625 Fax Professional Land Surveyors kenOlongsurvey.com c 9 Q jonothanOlongsurvey.com �4P •.ls �O I hereby certify that I have surveyed the following described property: LOT 1, BLOCK 2, MOUNTAIN PARK ESTATES SUBDIVISION No. 2 (PLAT No. P-561) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated this the 15 Al,' Day of AFII,t�' , _2 d , at Anchorage, Alaska It Is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH .••K� G••o I� t5 LRS .,LS -5202.•• gJpr' 440VZORESSIONAL, o� AECC963 W;`''"""''oMUNICIPALITY OF ANCHORAGE _ \O // On-Site Water&Wastewater Program \o .S;,,/ aRr PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 h t t p a/www.m u n i.o rg/o n s i t ej Air; I) Inti tni til 4;;C-NO-1 -6t 6E On-Site Wastewater Disposal System Permit I1/26//`d fl/z7/i8 Permit Number: OSP181386 Effective Date: 10/31/2018 Work Type: Septic Upgrade Expiration Date: 10/31/2019 Tax Code Number: 01702201000 Site Legal Address: MOUNTAIN PARK ESTATES#2 BLK 2 LT 1 G:2839 Site Mailing Address: 7300 SOUTH PARK DR, Anchorage Owner: CONGDON ROBERT E &JOANN C Lot Size in Sq Ft: 23760 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 This permit is for the construction of: C✓I Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 Received By: 1ha-erai4PDate: 2- L , Issued By: Cojut.crQc Date: 10 M 0 I F MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division - Fax: 907-343-7997 On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-022-01 Property owner(s) Robert & Joann Congdon Day phone Mailing address 7300 S. Park Drive Anchorage, AK 99516 Site address Same Legal description (Sub'd., Block & Lot) Mountain Park Estates #2, Block 2, Lot 1 Legal description (Township, Range & Section) Lot Size 23,760 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 'XI Initial Single Family (SF) X (w/wo ADU) Septic Tank X Upgrade lXI Duplex (D) Holding Tank n Renewal IMultiple Dwellings Privy (SF and/or D) Private Well n 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. E (Signature of property owner or authorized agent) Permit/Rush Fees: 5< 9 Waiver Fees: Date of Payment: /Ogg/11 Date of Payment: Receipt Number: 6.2(17:3D Receipt Number: Permit No. OS5P/Y/3gf Waiver No. Permit App_'-:• ;:_.:c: 4 alas �'4, 41/ Mier • lip„, ENGINEERING PO BOX 240773 h� ANCHORAGE,AK 99524 Ol 6 8 L 9 c' 522-7773 677-7766(FAX) October 23, 2018 MOA Development Services Dept, On-Site Water& Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Mountain Park Estates No. 2, Block 2, Lot 1 —7300 South Park Drive Septic System Design and Permit Application Dear On-Site Services Engineer: The septic system on the subject lot has failed and must be replaced. We are submitting this design and permit application for the construction of a new septic system to serve the 3-bedroom home on the lot. The attached site plan identifies the location of the home and the existing well, existing septic location and the proposed system. No conflicts exist between this proposed system and any other well or septic system,whether on this lot or adjacent lots. The ground surface on the lot slopes moderately to the southwest. Ground contours are shown on the site plan showing the grade and direction of flow. Storm water drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. The new septic system will be a minimum of 100' from all wells and surface water, and more than 5' from the septic tank. The existing septic system on the lot has not been located. The new trench will be constructed a minimum of 6' from the old system. The existing septic tank will be decommissioned in accordance with Municipal Code. Please refer to the attached test hole log and plan and profile sheets for the septic design. If this design is followed,there will be no adverse impacts to adjacent properties. Sincerely, ,� AgSll oi 49 TH /\ *0 Michael E. Anderson, PE Michael E.Anderson••: Attachments rio .q• 6438 . r `k', �PROFESSlO�� '4 MOUNTAIN PARK ESTATES #2, BLOCK 2 LOT 1 - - 1 -I, \ SOUTH PARK DRIVE / / ___ _ () �\ i n -, _ + , / \ 7,500 GAL ON FAP / 1 EXISTIN : PTIC SYST .) ADVANTE TANK KITS UNKNOdVN.' '. / i / I \ MAX-20 FIL1�R. r / 1 / '-=/-*-' . • . .* ..41104010. \ EXISTING WELL \ 20'LONG x 5'WIDE 2' r C0 O� EXISTING LL EFFECTIVE DEPH \ I I ABoORPTION TRENCIH 'MM \ _ ® C I \ I co �� Admia r \ I i VTHA \*.k ' 4114111111 ( / co \ • // / m 1 � I � CO T /r ) / r+)/ 7) N I 3-BQRM HOME / m ift 3.) \ \-\\:N -13') \ > / 1 �I EXIS�NG WELL I (// \\ /.441. \� I I 4\ - II 1 //" \ \ \ 1 I LOT 2 I \ \ I NOTE: I \ DECOMMISSION EXISTING SEPTIC TANK IN ACCORD NCE WITH M NICIPAL CODE. I LIMITS OF EXISTING ABSORPTION TRENCH ARE UN OWN. NEW ABSORPTION I / EXISTING WELL I \ TRENCH MUST BE A MINIMUM OF 6'FROM THE EXISTING ABSORPTION TRENCH. / \ FIELD INVESTIGATION WILL BE REQUIRED TO IDENTIFY LOCATION OF EXISTING / I 1 \ TRENCH. \ / 0 i .•4-7v.,.2,,,.. .. NOTE: LEGEND •• ♦♦ NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE PROPOSED SEPTIC SYSTEM CO CLEANOUT .tt ). •:,*♦i 2C0-DOUBLE CLEANOUT i n 49th a •• ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH FCO-FOUNDATION CLEANOUT ; � c -„-: „t,� WELLS OR SEPTIC SYSTEMS. MH MANHOLE 0.V MICHAEL E ANDERSON,;`�,= MT-MONITORING TUBE •c�' No. CE-4381 ,.:m_7, 0 50 100 ♦♦♦ATF''••., 10-31-18 .••''Fr`�'� = = = FEET SV SEPTIC VENT ♦j QFp """ �• GE TH-TEST HOLE •1��PR��CSS\�� ENGINEERING 1"=50' CONTOUR INTERVAL-5' MOUNTAIN PARK EST. #2, BLOCK 2, LOT 1 DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 6-15 MIN/IN 1,500-GAL ADVANTEX TANK APPLICATION RATE: 4 GPD/SF w/AX-20 POD 450 GPD/4 GPD/SF /5' WIDE *.8 RED. FACTOR = 18 LF TRENCH REQUIRED (20 LF SPECIFIED) BOTTOM OF TRENCH: 6' BELOW GRADE FLOW LINE ELEVATION: 4' BELOW GRADE TOP OF TRENCH: 5' ABOVE GRADE 6" 11—III-1 11=1 I I—III— — 1I-1 11=1 11=1 11-II I-I I I i-1 I i-I 11=1 I -1 I I-I 11=1 IIIIIIIIIIII111 111111111 111111 III1 3.5' 111E111:7-_--111=11E-111E111 1-II I-I 11-I 11-II I-I 11=1 III-I 11=1 I I-III-I 11=1 I 1=1 I I-I 11=1 11=1 11=1 11=1 III-III-I I f-III-I i 1=1 I I 1=1 11=1 11=1 11-I 11=1 I I=1 6" !•.•.�.'�.-. •::'-':':.•.�'; '�'='�'=•= ==•''=�'�'=-='•==- - 4" PERFORATED PVC (HOLES DOWN) .:. . . .=. . . .:. . . ..•.. DRAINFIELD ROCK F 5' GE •[NGI EERING 4'®:`111tyrfa TYPICAL TRENCH SECTION ®•�P� 9°..•. sem•® (NO SCALE) * e* • a • 49th •• NOTES: ;..,r,a, .... 1. GRADE AREA OVER TRENCH TO DRAIN AWAY i M CHAEL E ANDERSON $ 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' e •: 4'® �,•. NO. CE-4381 WITH 2" OF INSULATION ®s.�Fp'••/,o.•23_!{a,•••'��'� 3. THAN PREVIIOUSSLY OBSERVED, COALL ENGINEER IIMMEDIATELY IS HIGHER �®yam®as®a ®®®•` MUNICIPALITY OF ANCHORAGE .•..+�F:IC**.i DEVELOPMENT SERVICES DEPARTMENT 4,,k.„0„„..07 ..-............ 4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 •4,1 IN. � te � i e 49th /\ N. ♦♦ SOILS LOG AND PERCOLATION TEST % MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT" made and entered[into as of this 30 Day of ©Cif of 20 / ,by and between p D er+ Conq 1061 , herein the"OWNER,"and the Municipality of Anchorage,herein the"MUNICIPALITY". in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: I. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System(AWWTS). described as Advantex Advanced Treatment located at(legal description) Mountain Park Estates#2 Block 2 Lot 1 2. Maintenance,Repairs and Alterations. (Owner i equired to read,understand and initial each section) Throughout the term of this Agreement.the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. 7jaz—It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance,adjustment(s),replacement costs,and inspection costs. This inc es an annual maintenance fee (typically $400 to$600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, rep ' r permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system,which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. VOwner agrees to grant the Municipality reasonable access to test and inspect the f/AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new /Certificate of On-Site Systems Approval. fiOwner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing gui elines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system,or upon transfer of title,and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof,or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: (signature) Date: /D • 3/ /cP Igo Le,v'i C.61 doh (print name) STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) TheI regoing instrument was acknowledged before me this,day of ( e..51-6XZ• , 20 W, by 12,\oe�� Co ,ori' . NO I Y PUBLIC FOR ALASKA N ,.T••'• c9�'▪ .,� My Commission expires: f�` '412- 4. q9�•:t et ie • ., O P ALN9\4.11::4\11• 11_ MUNICIPALITY: ,�� } ,,,,, b` By: p 0 (0 (signature) Date: 1 0/3 l/..0 1 8 /ebe C'&.. c l—rd l( (print name) Title: (rev. 05/18/2018) Page 3 of 3 N • .......... i \ SOUTH PARK DRIVE o 4.0'x10.2' \ M 700. ENCLOSED : .. \ S.-89`56'06" ,o E 216.00 ,O STAIRWELL • T I. a `./ • � WELL N z SEPTIC PIPES \�qr ������(!S- _ > o • =e~ o I Z w rilialltise; 1:7 w rr0 CANT.. N I / 4.0'x9.5' o � , Xl � TEST HOLE– BALCONY4t12Sro, ,G fs/D��•4 .�9, m 2.3' HT 6S ef (n 36,2' o MT to O o DECK ;• 23.5•N N o XI o Lot 1 � A m O 23,760 s.f. D 3.8'x8.0' SHED `t: / < 1.3' CANT N 89'56'06"W 216.00' /f 8.2'x12.2'.SHEDI 30.0' I 8.0'x12.2' SHED I / Lot 2 — 1 50.0' 10' UTILITY EASEMENT I PLOT PLAN AS BUILT X SCALE 1" = 50' GRID SW 2839 Project No. 18-541/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates , inc . (907) 522-6476 Phone 4QooOp�k (907) 522-4625 Fax oo F A p�4 Professional Land Surveyors kenOlangsurvey.com v "Cl jonathanOlangsurvey.com 0'� . S I hereby certify that I have surveyed the following described property: co:. �j� .00 LOT 1, BLOCK 2, MOUNTAIN PARK ESTATES SUBDIVISION No. 2 (PLAT No. P-561) *' 49L . *0� Anchorage Recording District, Alaska, and that the improvements situated thereon are VA within the property lines and do not encroach onto the property adjacent thereto, that a D no improvements on the property lying adjacent thereto encroach on the surveyed (/ •?o KENNETH G. LANG premises and that there are no roadways, transmission lines or other visible 0 c .. o easements on said property except as indicated hereon. ()eV'' Q �'••.LS-520?.• cP," Dated this the Day of , , at Anchorage, Alaska Q ,o ••••••'' ‘.O�v %0 C)'SSIONAA- . It is the responsibility of the owner to determine the existence of any easements, DOpppoo' ' covenants. or restrictions which do not anoear on the recorded subdivision plat. AECC963 GREt'--"!R ANCHORAGE AREA BOR' '!GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME g"~/'J-/~ ~ LOCATION ./-;/;/~L~--~;''~J,/' ,-~'~-¢///-~:'' LEGAL DESCRIPTIO SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MAILING ADDRESS .'::'~' ~J'"~/'~--~ ~-~'~-*~-~;'2p PHONE MANUFACTURER INSIDE WIDTH NUMBER OF MATERIAL ~C/~L~--g=(~ COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY/g/~GALLONS. TILE DRAIN FIELD: FOUNDATION *~-'~ (-? _NEAREST LOT LINE ./~' "/~ OF LINES DISTANCE FROM WELL NUMBER OF LINES '~'" DISTANCE BETWEEN LINES ~ ~- ~ ~'- TRENCH WIDTH";~ ~IN. TOTAL EFFECTIVE / , DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADEg''~/'/' MATERIAL BENEATH TILE__ ~ IN. ABOVE TILE ~ IN. WELL: T Y P E ~/'./~/~¢/~"-' ~.//,-:-~ CONSTRUCTION BUILDING ; NEAREST / NEAREST FOUNDATION'~"~ , LOT LINE ~'~ ~'~, SEWER LINE~ CESSPOOL ? DEPTH ~ DISTANCE FROM: SEPTIC TANK ~"~/)~?-S Y ST E M OTHER SOURCES APPROVEE DISAPPROVED REMARKS DISTANCES: INSTALLED BY: SEWER LINE DEPTH: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 27/~-456 I PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT MAILING ADDRESS PHONE . INSTALLATION OF: SEPTIC TANK SEEPAGE PIT_ DRAIN FIELD , OTHER SOIL TEST RESULTS ~¢~ ~¢~A/ DOTE: THIS PERMIT 15 NOT VALID WITHOUT SOIL COMPLETION DATE ANT,CIPATED /~// FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE _//<~' _ TYPE MINIMUI~ DI~.TANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~/~ FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK _ SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK ./_//)_~,.,'~ DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPtiC TANK, /~Q ~ SEEPAGE PIt DRAIN PIELD /: / -- --, DRAIN FIELD///~ / SEEPAGE PIT ALSO CONSIDER AREA WELLS. , SEEPAGE Pit ~ '~ ., DRAIN PIELD//~ / GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LIE:ENSED DESIGNER GERT[FY THAT I Am FAMILIAR WITH THE REQUIREMENTS OF GREATER A~CHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE }PS^LTl{ n;' , 327 EAGLE ~L Depth Of 1 ' ~ ....... · ..... ~. A~C~;i~'D GRLATkR ANCHORIS, GE AREA BOROUGH _ 974 ~ DEPARTMENT33300F ENVJRONMFNTAL,,c,, Street QUAI. ITY Case ti ANCHORAGE, ALASKA 99503 ~BEA~E~ ANCHORAGE AREA BOROUG~ ~EPT, O~ ~NVJRONMENTAL QUALJ]Y Performed For Leo Sawye~_(Skyview t,o~) Legal Description: Lot 1 Block ~ This Form Reports So~]s Lo9 -$oi] Test Hust Be Lo99ed To 4' Be]ow Proposed Seepage System - Depth Feet So~] Characteristics 1 ~ Peat and organics Dated Performed May3, 1974 S u b d i v i s i o n ._Mgu_atain Par~__ Percolation Test X 3 ~ 4 ~ 5-- 6-- 8 Medium -to- fine gravel with clay and silt; trace of fine sand, light brown color SW 10-- 12-- 14-- 16-- Gray, well-graded sand with trace of silt SW-SM Was Ground Water Encountered? No 6'Q?^ If Yes, At What Depth? Reading Date Gross Time Net Time Depth to 1420 Net Drop 'Percolation Rate MinuLe Proposed Installation: Seepage Pit X 'Drain Field Depth of Inlet Depth to Bottom o--f--Pit Or Tre,ncli 16' COMMENTS: We recommend 180 sq. ~.pe~ bedroom.based on Borough r~mJlations and soils conditions. Test Performed BY J.J~meson ALASKA MINERAL & MATERIALS LAB Date Certified BY: Date: