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SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field f Lift Station , Tank Line 770 Ftz 1 NA Ft. Well 1001+ 1001+ NA I NA 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1250 Gal. Surface Water 100'+ 100'+ NA j NA Material Number of compartments I Lot Line 51+ 10'+ NA NA NA Plastic 2 Foundation 10'+ ' 10'+ NA NA LIFT STATION Manufacturer Capacity I Remarks Removed old crib Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to drainfieid 3034 Installer A+ Home Services, Inc. Drainfield 3034 COIMT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 695.5 ft Inspection im 11/20/20 11/23/20 Location and description 2nd 3,d 4,h Bottom of house trim at point b ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional A/ Approval: Date ,�� OF 4k� � � g�P 9 •steven •h. Plr?none 8149 Septic System A C�422pProved Date Note: this approval does not include well permit requirements. (Kev uwu1/16) DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1250gol FERC RATE: 5.4 MPI SOIL RATING: 0.8 GPD/SF AREA RQD: 780 SF SYS, TYPE: DEEP TRENCH 7,0'ED MIN LENGTH: 53.6 LF USED: 55LFx2.5'Wx7.0' E.D.j 1.7'TD TOTAL AREA: 770 SF W —V ABBREVIATIONS INSTALLED DRAIN FIELD (N] fisc ~ � 55LF x 2.5'W x ED x 11.71 66G _ • INSTALLED CO MTA CH END _ — 10 1 I 659 ❑— `_ _ _ — ,_ '- �- L DECOMMISSIONED CRIS PER MOA CODE- _ INSTALLED 1250G SEPTIC TANK (N) REMOVED OLD GRAVEL & 1 INSTALLED DCO AFTER TANK REPLACED W/ CLEAN GRAVEL I f CONNECTED TO EXISTING FCO DEC,( _ r DECOMMISSIONED TANK PER MOA CODE I J — / �1 4BR j HOUSE(E) DrJU81 E TREE OUR~ _ Q • `� t If 11/ FC YHl rz cco oG/FG: csz.s WATER IN 12SOG GREE E LINE / WELL RADIUS POLY TANK NEW SEPTIC TH A B MHI 36.0 43.0 T2 40.6 45.7 DCO 42.3 46.7 Cl 69.1 41.4 mi 68.2 40.7 C2 42.4 78.0 M2 43.0 77.4 W —V ABBREVIATIONS INSTALLED DRAIN FIELD (N] fisc ~ � 55LF x 2.5'W x ED x 11.71 66G _ • INSTALLED CO MTA CH END _ — 10 1 I 659 ❑— `_ _ _ — ,_ '- �- L DECOMMISSIONED CRIS PER MOA CODE- _ INSTALLED 1250G SEPTIC TANK (N) REMOVED OLD GRAVEL & 1 INSTALLED DCO AFTER TANK REPLACED W/ CLEAN GRAVEL I f CONNECTED TO EXISTING FCO DEC,( _ r DECOMMISSIONED TANK PER MOA CODE I J — / �1 4BR j HOUSE(E) DrJU81 E TREE OUR~ _ Q • `� t If 11/ FC YHl rz cco oG/FG: csz.s WATER IN 12SOG GREE E LINE / WELL RADIUS POLY TANK NEW SEPTIC TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. :"C FOUNDATION CLEANOUT ITS FLOW SPLITTER MT MONITOR TUBE NO. 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Z W tq O C O L (MLL // 6 Q= a; N�aEo75 U za v ,rr•�. .,' ''' N E la s���ti Nw i�LU /� m 4 ¢ Lj� i� 1j iJ r N M V' MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://vAw.f.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201366 Effective Date: " ccitt A Work Type: Septic T2ft Upgrade Expiration Date: Tax Cade Number: 01 531 1 1 0000 Site Legal Address: VALLI VUE ESTATES #1 BLK I LT 9 0:2539 Site Mailing Address: 6727 DOUBLE TREE CT, Anchorage This permit is for the construction of: 12f Disposal Field RI Septic Tank El Holding Tank 171 Privy 1& Delpairtille1 Ot 9/812020 9/8/2021 Lot Size in Sq Ft: 20105 Total Bedrooms: 4 El Private Well 11 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 (I 8AAC72) and Drinking Water Regulations (I 8AAC80) 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 J (A _C�14AJ U�f k110 Received By: Issued By: Date: /(X(9/� 1,17 ^ Date: MUNICIPALITY, OF ANCHORAGE Community Development Departmentw ' Phone: 907-343-7904 Development Services Division ` r Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. 015-311-10 Property owner(s) David Broline Day phone Mailing address 6727 Double Tree Ct., Anchorage, AK 99507 Site address 6727 Double Tree Ct. Legal description (Sub'd., Block & Lot) Valli Vue Estates #1, Block 1, Lot 9 Legal description (Township, Range & Section) Lot Size 20,105 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field - Co- 1 Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank 0 Upgrade FX1 Duplex (D) ElHolding Tank F]Renewal ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: G?'. 5 Date of Payment: 5 ad Receipt Number: tb__19) Waiver Fees: Date of Payment: Receipt Number: Permit No. O S IP 2-01 3 Waiver No. -t aa7� 50 civ tD-I�) - add pu qy"_�9_' 1013010-0,2- 0 Permit App_:- : • ::..,:c 0 " I g Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveC@paneneak.com October 22, 2020 Subject: Valli Vue Estates #1, Block 1, Lot 9 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to upgrade the septic system to be issued for this property. The proposed system will serve an existing four bedroom (4) bedroom house. Currently the lot is developed. The existing tank is in failure and the owner wishes to replace the existing drain field before it fials. The existing crib will be abandoned per code. This lot and the surrounding developed lots are served by a community water system. Required separation distances to wells will be maintained. Soils. One test hole was performed on the lot by PES and groundwater monitoring was performed. Groundwater was not observed to a depth of 18.5' and bedrock was not encountered. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallon/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the west to the east in the area surrounding the septic system of approximately 20% with a slope of 40%-45% directly downhill of the system. The system will adhere to the steep slope provisions of the code. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Steven R. Pannone, P.E. Anchioraen Iii ig: P.O. Box 1.002 1 7, Anchorage, AK 995 !0-00 2, 17 Paln-ier Mailing: P.O. Box 1807, PaInfier, Ah 996415 Telephone: (907) 745-8200 FAX: (907) 745-8201 DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM 1N WATER LINE NO. BEDROOM: 4(600 gpd) WELL RADIUS TANK SIZE: 1250g SS NEW SEPTIC PERC RATE: 5.4 MPI USE: 6-15 MPI ABBREVIATIONS SOIL RATING: 0.8 GPD/SF TH TEST HOLE(P) AREA RQD: 750 SF PROPOSED SYS. TYPE: DEEP TRENCH 7.0'ED (E) EXISTING MIN LENGTH: 53.6 LF CO CLEAN OUT NO. FC FOUNDATION CLEANOUT USE: FS FLOW SPLITTER 55LFx2.5'Wx7.0' E.D., 12.5' TD MT MONITOR TUBE NO. TOTAL AREA: 770 SF TYP TYPICAL - - - - - - - CONTOUR NOTE: CONTOURS SHOWN ARE LIDAR QUALITY - ` - AND ARE FOR GENERAL REFERENCE ONLY. r '- _ ORIGINAL GRADE SLOPE FIELD VERIFIED = ' - AND DOES NOT EXCEED 46% WITHIN 50' OF THE PROPOSED DRAIN -FIELD. w �10 UTjCITY \ �� _ SCALE: o c/ZlIj _ CRIB (E) 20 DECOMMISSION PER CODE _ - _ --- wo_\�. �```' 1______ DRAIN FIELD (P)- 55LF x 25W x 7.0'ED x 12.5'TD TH-1 INSTALL CO AND MT AT EACH END o j� i \ DECOMMISSION COLLAPSED 1250g ' _ 4BR -SEPTIC TANK (E) PER CODE AND -- - r IJ NOTES: FOR CONSTRUCTION uuUBLE TREE COURT \ INSTALL 1250g SEPTIC TANK (P) WITH DOUBLE CLEAN --w W ---_ 1'! w W _w _ I i I PANNONE ENG SVC LLC (C.1. 9088) P.O. BO; 1807 PAL!,IER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201 VALLI VUE ESTATES #1, BLOCK 1, LOT 9 DRAWN DRM DAVID BROLINE 6727 DOUBLE TREE CT SITE PLAN ANCHORAGE, AK OF, p•Steven R. Pannone. ' CE -8149 REVISIONS 11/06/2020 CALE 1' = 50' I.D. NO 015-311-10 ERMIT NO. OSP201366 HEET 1 OF 2 NOTES & SPECIAL PROVISIONS: CO 1. SCOPE AND SPECIFICATIONS: 1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 1.3. SCOPE OF WORK: INSTALL NEW 1250g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 1.4. GROUNDWATER WAS NOT ENCOUNTERED TO DEPTH OF 18.5 BELOW EXISTING GRADE'AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18.5 BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 1.5. STRUCTURES DEPICTED ON TH=ITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT. 2. CONSTRUCTION SPECIFICATIONS: 2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 2.3. PLACE THE SEVIER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO t1" PRIOR TO INSTALLING THE PERFORATED PIPE. 2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 2.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2' OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 2.12. EXPOSE. PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH ?.IDA CODE IF NEEDED. 3. CONTRACTOR RESPONSIBILITIES: 3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT RECLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TEST HOLE 1 SOILS LOG I 4_Ujd TOPSOIL 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SILTY GRAVEL WITH VEINS OF COURSE GRAVEL WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -NA-' DEPTH TO WATER AFTER MONITORING? -DRY DATE: 6OCT2020 SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 5.4 (min)inch) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 4 FT AND 5 FT. COMMENTS: Test hole excavated by A+ HOME SERVICES, PERFORMED BY: PES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. DATE PERFORMED: 29SEP2020 READIt1C GATE NET TIME WATER LEVEL READING NET DROP RATE (MPI) I 29SEP2020 - 5.34 - - 2 1 21.5 MIN 11.34 6.00 3.6 MPI 3 - 5.34 - - 4 10 MIN 7.75 2.41 4.1 MPI 5 - 5.34 - - 6 10 MIN 7.42 2.08 4,8 IAPI 7 - 5.34 - - 8 10 MIN 7.24 1.90 5.3 MPI 9 - 5.34 - - 10 10 MIN 7.20 1.86 5.4 MPI 11 - 5.34 - - 12 10 MIN 7.18 1.84 5.4 MPI 13 - 5.34 - - 14 10 MIN 7.19 1 1.85 5.4 MPI NOTES: PANNONE ENG SVC LLC (C.1. 1088) P.O. BOX 1807 PALMER, AK 99645 PHONE 907 745-8200 FAX (907) 745-8201 1, ="'... = 6LwoPannone "" m. n R. = CE 8149 = �'1- ",,,.....� REVISIONS DATE 11/06/2020 FOR CONSTRUCTION SCALE NTS VALLI VUE ESTATES #1, BLOCK 1, LOT 9 DAVID BROLINE 6727 DOUBLE TREE CT ANCHORAGE, AK P.I.D. NO 015-311-10 DRAWN DRM NOTES/ SOILS LOGS PERMIT NO. OSP201366 SHEET 2 OF 2 tivUr 1 i" 4VV L 3--) f t iff i'IAVI nITIL 5 SLfIll !SILL ;IU4 17v 1t r ° � z r o ` a r.-.......,�_,.,,, iv>~ .c,k., u. .�,uxt{•.wpy�..s<-c�'.R'.-teY'::-3"t.�4'. 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IneAti gst"Yod �y cwt" Xnp-p.- ' = do, map vv lzp sok =much a-' i-hv pr yo— }per .0tax lhtr� -- ro;Wwlm;. uw==wo ate" tv gtik22` Nulk'ih n=wnt°'r= oz p W In dim k1Wvs=. r1rol{LSlitu M, .r , -- 4d141--, ro.- vrh,ft%IN '.'✓t+ar a, '— :—". ` --Y.— . - ANCHORAGE AREA Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION LEGAL DESCRIPTION ,~O7- ~] ~ I //o.J~c' /./~_~ SEPTIC TANK: DISTANCE FROM WELLO~o/l~44 MANUFACTURER ~/~ INSIDE LENGTH ~ INSIDE WIDTH MATERIAL'~ J~0 ,~J~O NUMBER OF COMPARTMENTS LIQUID DEPTH~ .LIQUID CAPACITY 126TM GALLONS. SEEPAGE PIT: NUMBER OF PiTS . LINING MATERIAL DIAMETER ~ CRIB SIZE: OR WIDTH/¢ , LENGTH2~2/q DEPTH/7' DIAMETER¢.2Cb"~-- DEPTH ~ DISTANCE FROM: TOTAL EFFECTIVE BUILDING FOUNDATION ,~,OI. NEAREST LOT LINE ,~" . WELL (¢E'1-/.~¢¢. ABSORPTION AREA (WALL AREA) ~/ ~ SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE BUILDING FOUNDATION CONSTRUCTION NEAREST LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK SYSTEM REMARKS DISTANCES: ~' INSTALLED PIPE MATERIAL: LOT SLOPE: AI~.TP REMA R KS:'-~--- Form No, LQ-031 DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C:"' STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456! SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATION MAILING ADDRESS ~--~/~/'A/'O~'~- PHONE LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK FINANCED THROUGH SEEPAGE PIT K , DRAIN FIELD -, OTHER TO BE INSTALLED BY FOUNDATION TO SEPTIC TANK SEPTIC TANK TO SEEPAGE PIT WALL DRAIN FIELD SEPTIC TANK ~ ~/., SEEPAGE Pit TO NEAREST LOT LINE. WELLTOSEPT]CTANK /~/~ SEEPAGEP'T DRAIN FIELD ALSO CONS]DER AREA WELLS. WATER MAIN TO SEPTIC TANK /~ / SEEPAge PIT DRAIN FIELD __. SEPT'C 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 TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR GREATER ANC RAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCR}BED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE //-- /~- -- 7'~.~ APPLICANT'S SIGNATURE NOTE: Test TH-1 6-26-74 ORGANICS SILT, TRACE SAND AND GRAVEL (ML) O.01 SAND, .SOME GRAVEL'[ (SP) . SILT, TRACE SAND :(M~) i' 5.0' 8.0' SILTY SAND--TRACE GRAVEL' [SP) 10.0' SAND, SOME.GRAVEL (SP) NO WATER TABLE hole excavated with tractor-mounted backhoe. Engineering ~ Geological Consultants Inc. ANCHORAGE ifa I FI BANI($ ALASKA JUNEAU aY WED FAULK BROTHERS CONSTRUCTION LOG OF TEST HOLE ANCHORAGE, ALASKA PROJ. NO. 46204 ~wG NO. A-O~ R&M CMI Engineers JAMES W. ROONEY, P. E. MALCOLM A. MENZIES P.E., L.S. JAMES H. WELLMAN, P.E. EN ., qEERING & GEOLOGI .. L CONSULTANTS 22g EAST 51st, AVE. -- P.O. BOX 6087 -- ANCHORAGE, ALASKA 99503 TELEPHONE 907--279-0483 -ELEX 090-35419 Geolo£ists Land Surveyors IL:{. ~.f.~ J~ z, ' ~ ~ ',L~ RALPH R. MIGLIACClO Engineering GeologisL JUL '- 1974 hill July 1, 1974 R & M No. 462049 Faulk Brothers Contractors Star Route A Box 1738D Anchorage, Alaska 99507 Re: Test Hole and Soil Log Report For Sanitary System Gentlemen: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of June 26, 1974, and those procedures outlined in a letter dated September 13, 1971 by Mr. Roll Strickland of the Greater Anchorage Area Borough Department of EnPironmental Quality~ A single test hole was put down within the Lot 9 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 12.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01, Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS, INC. JWR:kd xc: GAAB ANCHORAGE FAIRBANKS JUNEAU MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Location (address ,or directions) (b) Property owner Mailing Address (d) Real Estate Company and Agent ~---~/'/~'~ Address ~.~,¢,0 T~lephone: (home) Telephone Business Telephone (e) Mail the HAA to the following address: (or check here F'I, if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Single-Family'j~ Number of bedrooms 3. WATER SUPPLY Individual Well [] Community~i~. Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site1~i~. Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025(Rev. 7/88) Page 1 of 2 ')tJOM S,Je@U!I~U@ leUO!Ssejo~d eqi u! suo!ss!Luo JO s JO J J@ JOj elq!suodseJ lou s! eeeJoqouv Jo/~l!l~d!o!unv9 eq/'penss{ s! e),~o!J[1Jao e eJoJ. eq ei~P ezAleue Jo suo!~oedsu! lonpuoo lou op SHH(] ~o see,',olduJ3 'slueLueJ!nbeJ e3els pue I~Jepej uj~lJao,~s[~es o3 JepJo u! suo!ln~4isu! 8u!puel J!eql pug SeLuoq JO sJes~qoJnd o~ ~se],Jnoo e sa s!q], seep SHHQ eqJ. '~sglV jo e~elS eq]~ u[ peJe],s!beJ Jeeu!6ue iguo!sse,~oud ~uepuedepu! ug Aq e^oqg S qdg~§g~ed u! ue^!8 suo!egeueseJdeJ eq~ uodn ,{lUO pesgq pe~go!jHeo le^o~dd¥ A],poq~nv q~lgeH senss! (SHHQ) seo!^~es ug~unH pug qe[geH Jo 3ueuJ]~gdeQ e6eJoqouv Jo A],!lgd!o!un~ eq.L Ig^oJdd¥ IgUO[3!puoo jo SLUJ8/ pe^oJddes!C] -~ pe^oJdd¥ Aq s~uoo~peq ~-- Jol pe^o~dd¥ -IV^Ol~dd¥ SHHO '9 ~-...¢.,~-.~' - ¢/_ir euoqdele± =/2~.¢/ uuq.a jo euJgN 'uo!~oedsu! s]q~ jo eeep eq~, uo 1agile u! suo!IglnSeJ pug 'seougu!pJo 'sepoo aegis pug led!o!untq IIg q~!~ eoug!ldUUoe u! s! u~a]s/~s lesods!p Jeeg~a]sg~ Jo/pug Alddns Je~e~ e),!s-uo eq~ 'uop, oedsu! pug uop, g6!~se^u! ~uJ LuoJj pug sel!¢ eSg~oqeu¥ jo ,~!lgd!o!un~ eq] ~uo~l peu!g~qo uo!]g~uJoju! eq~ uo pesgq ~eq] Xl!J@^ Jeq]]n~ I 'u!@Jeq paiee!pu! eJn~onJ],s jo ed/q pug sLuooJpeq lo jequJnu aq~ JoJ e],gnbepe pug' IgUO!ieunj 'e,tes s! u~e]s,~s lesods!p je]gt~eeset~ Jo/pug ~lddns Je],g/~ e~!s-uo eql lgq~ s/~oqs [eAo~ddv ,~!Joq~nv q~lgeH s!q~ Jo uo!~gSl~SehU! ~LU ~gq~ A~Ne^ I '/~oleq u~oqs e~ep uoRepilg^ eq~ Jo se pug ole~eq pax!j~g leas At.u ,~q pe!t!]~eo s¥ NOIJ. V~HO.-INI (]NV VZVO 'HOIdV=IS ~q'lld 'SIS~]1 'SNOIJ. O:IdSNI 9NlalAOl:ld I~ll:]l-I 9NII:J:9~NIDN=I 'g .~ :~ j t lb MUNICIPALITY OF ANDHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES 0 ! ~ DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (add~ess or directions) (b) Property Owner "~/'/¢/~/' J/',~'b'~/~-,~ Telephone: Home Mailing Address (~) Lending Institution ~ ¢~ -- ~¢/¢~ Telephone (d) Real Estate Company and Agent Telephone Business (e} Mail the HAA to the followina address: or; Check here,bCJ, if hold for pick up. List contact person and day phone nurfiber be[ow. TYPE OF RESIDENCE Single-Family Number of Bedrooms ,/ WATER SUPPLY Individual Well [] Community,ii Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite)~. Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. NOIJ. fl¥O · uo!loedsu! siql Jo ajep uo loalte ui suoBe[nSaJ pus 'seoueu!pJo 'sepoo alelS pus ledioiun~ iie qliM eoue!ldmoo ul si mals~s lesods!p Jel~MalS~M Jo/puB Xlddns JeleM al!s-uo aql 'uoBoedsu! pub uoile~!lsaAu! ~m moji pUB SelU a6eJoqouv 1o Xl!led!olun~ aqi moji peulelqo uoil~mJojui sql uo peseq leql AJ!JeA Jeqpnl I 'ule~eq peleoipui aJnlonJls }o edXl pus smooJpeq lo ~aqmnu sql Jol alenbepe pus leUOilounl 'ales si melsXs leSOds!p JeleMeiSeM ~o/pue Xlddns JaleM eliS-uo aql leqi SMOqS JeAoJddv AlMoqlnV qlleaH siql 1o UOBB~]lSeAU] Am leql AIpaA I 'MOleq UMOqS alep uoBepHeA sql lo se pus oleJaq paxHle lEaS Am Xq pa!lBJeo sv .g Legal Description: WELL DATA Well Classification ~'~"/'/"'/ If A, sent (Y/N) Date Completed Yield Cased to __ -- Depth of Grouting -- Pump Set At -- Sanitary Seal on Casing (Y/N) ! Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot '~, ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments werg Lots S. SEPTIC/HOLDING TANK DATA Date Installed Standpipes (~N) Air-tight Caps~.,~) Depression over Tank (Y~_.~ Pumping/Maintenance Contract on File (Y/H) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply W¢l To Property hi~e ' ' . /0 To water Main/Service Line' C~mments · Size /,Z.~'O No. of Compartments Foundation Cleanout~N) Date Last Pumped ~/~ ;for Temporary Holding Tank Permit (Y/N) ~//,~ To Building Foundation . To Disposal Field /5" To Stream, Pond, Lake, or Major Drainage Page 1 of'2 " '" "' 72-026 fRev 8/861 Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absorption Area Depression over Field (Y~) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well Type of System Design Length of Field /¢ / 'f~ ~2-.'/' Depth of Field Gravel Bed Thickness Standpipes Present{~N) Date of Last Adequacy Test To Prope~y Line To Building Foundation ,2-42 To Existing or Abandoned System on Lot , ; On Adjoining Lots ¢~¢ To Water Main/Service Line /O/~'-- To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course /d'~ To Driveway, Parking Area, or Vehicle Storage Area D. LIFT STATION Dat'~e 6t.8.11e d / Dimensions Size in G~llons'~'~''''''~ ,//~ Manhole/Access(Y/N) "Pump On" Level at · "Pump Off" Level at High Water Alarm Level at ~ Vent (Y/N) Tested for '"'"'"'-'"~~s~ during Electrical Codes (Y/N) Comments Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** Signedl certify t hat I h a~e~/~he/~d~~nfor med~_~ ~ Date to all/_M~_~.,~,.and HAA guidelines in effect on the date of this inspection . Company /¢"'~'~ ~ MOA No. Receipt No. ,=~---¢_..) ~./~¢_.2 02..._0 Date of Payment J-- 6 -- Amount: $ /2 ~ Page 2 of 2 72-026 fBev 81861 Back DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 3601 "C" STREET, SUITE 1334 / ANCHORAGE, ALASKA 99503 STEVE COWPERt GOVERNOR 563-6775 DATE PWSI B ~ To Whom It May Concern: Accordinq to the records on file in this office, SUBDIVISION Water System is in State of Alaska Drinking Water Regulations. the .~ALh_I-Y~ compliance with the Sincerely, Ronald S. Klein Environmental Field Officer ~~ ~-~ MUNICIPALITY OF ANCHORA r~ ~ //e.~.~X, - DEPART.~f !OF HEALTH AND ENVIRONME', ! PROTECTION~ IIk~%.~ll-I 825 L Street, Anchoraoe.. Alaska 9950~ %%~/ / 2 64-4 7 20 '~ Da~e[Received: ~an~ar[ 20, 91: Time 2:~0~.m. ~2: Time ',~ ,,~h Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES Lending Institution Request: Dynamic Realty % Cher Brown Mailing Address: 501 West Northern Lights Blvd. Phone: 279-7611 2. Property Owner: Transamerica Relocation Phone: Mailing Address: % Dynamic Realty 3. Legal Description: Lot 9 Block ~ Valli Vue Estates Subdivision 4: Single Family Residence: ( ~ Number of Bedrooms: Four Multiple Family Residence: ( ) Number of Bedrooms: Well System: Permit # Construction Individual well ( ) Community/Public System ~ Depth of Well Well Log on File Bacterial Analysis Sewage Disposal System: Permit # Septic Tank Size \~0 Absorption Area Distances: Well to Septic Tank %~Cr~n~x, to Sewer Line Nearest Lot line to Nearest Lot Line On-site System ~ Public Utility ( ) InstalledApprox 1974 Installe~ Manufacturer Soils Rate (~ Material to Absorption Area Absorption Area Department of Health and EnvirOnmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Comments: Lot 9 Block 11 Valli Vue Estates SubdLvision ; (a~e)sod Snld) ~OI;--IlVIAI O3l.-IIllJaO ~]0.-I ldl3O3~l Affadavit Attached: ' ( ) .// // Approved: .~~ Disapproved: ~T~_ ~__ ~tx ~' Letter Attached: ( ? Department Worksheet: January 25, 1978 Dynamic Realty . 501 West Northern Lights Boulevard ~nchorage, Alaska 99503 Attention: Chef Bro~n Subject: Lot 9 BlOCk 1 Valti rue Estates Subdivision ~1 Before this department may approve the request for sewer and water approval, ~e will need to p~rform a percolation test to detez~ine the adequacy of the sewer system. See attached handout. If the syst~n fails the adequacy test, an upgrade of the system will be required. Prior to the upgrade a permit must be issued by this depar~ento If there are any further questions, please contact this office'at 264-4720. Sincerely, Robert C0 Pratt, Sanitarian RCP/iJh !~UNiO I PALITY OF /- -'"~ ' r ' ,,.~ '! ,i? ~ ? . ANCHORAGt ~i,..,.~,~ , , . ,, ',, ~: ~, ,. ,.Depa,~tment.~ of He&~th and Environmental Protec~mon , : .... . .... : ..... ~, ~::~'~'82'5 L S~, ~chorage, Alaska 99501 ~ : : ~'. ' ~ ' ' 279-2511, ext. 224, 225 [ ~quest for Approval of Individual Sewer and Water Facmizt~es' j Name of Buyer: Mailing Address: Phone: Lending Institution: Mailing Address: Phone:._ Realtor/Agent: 7~k) Mailing Address: Legal Description: ~ Street Location: Single Family Residence: ~ Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well ( ) Public If Individual Well, well depth If Community System, name of system 'Community System /~) Sewage Disposal System[ On-site System ~) Public System If On-site System, date of installation: ~f©~ ( ) *NOTE: A well log is required on ALL wells drilled since 6/75. 3/77 o Date of Inspection ~'~ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR ~ ~ Approval 'requested by: ~ ~ ~ ~ ~. Mailing Address: ~. ~ ~0 ~ Phone: ~q Property Owner: ~ . ~-~m~ Phone: ~-~ - ~/~, Mailing Address:~ ~0. ~ Legal Description: ~ ~ ~/~ / //~' ~ ~ ~ / Location: ~%~7 ~ ~ ~ ~ /~ No. of bedrooms Type of facility to be inspected ~ .~ Well Data: ~~ A. Type C. Construction Sewage Disposal System: A. Installed ~//~/'7/-/ C. Septic Tank: 1. Size D. Seepage Pit: 1. B. Installer ~ 2. Manufacturer Absorption Area B. Depth D. Bacterial Analysis E. Disposal Field: Total length of lines o Distances: A. Well to: Septic tank , Absorption area Nearest lot line , Other contamination ., Sewer Lines B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Request for Approval of Individual '._ .~er & Water Facilities Comments Approved~.~ ~o k~isapproved Date ~F-~-?~/ Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type 2. Property Owner: Mailing Address: 3. Name of Buyer: of Inspection: CMRO __ VA~-- Linc Construction FHA CONV xxx P.O. Box 2143 Stephen C. Mulliken Das Phone 753-9105 Mailing Address: Das Phone 274-8651 4. Name of Lending Institution: The First National Bank of Anchorage Mailing Address: P.o. Box 720, Anchorage Phone 279=4481 5. Name of Realtor or Agent: Lee Houston, £Nei~l~LHuff,& Associates, Inc. Mailing Address: 829, w 7th Ave. Phone 274-8551 6. Legal Description: Valli Vue Subdivision~ #ir Lot 9~ Block 1 Location: 6727 Double Tree Court~ Anchorag% Alaska 99502 7. Type of Facility to be inspected: Septic Tank NO. Bdrms. Four 8. Water Supply Type of Supply: Public Utility x~z¢ Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of sYstem: Public Utility If Individual, date of installation Individual (on-site) EQ-037 (1/74)