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HomeMy WebLinkAboutPREUSS #2 BLK 2 LT 14MUNICIPALITY 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://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP171272 Work Type: Septic Upgrade Tax Code Number: 05057211000 Site Legal Address: PREUSS #2 BLK 2 LT 14 G:0056 Site Mailing Address: 20510 DAVID AVE, Eagle River Owner: MASON GARY L & AUDREY G Design Engineer: KENLEY DOUGLAS This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: I' 1 l�epartnient 9/22/2017 9/22/2018 24375 Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: The proposed system is in a different soil stratum than the strata that was tested. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. AMC 15.65.060.B.2 JD/'2/!7 Tank w17� be ���' In ie SuMc Baca+ion A5 eXr5j�A , f'�1�`�✓ Received By: ---3 Issued By: Date: Date: 0 ,p,rnr Municipality of Anchorage ar P.O. Box 196650 + 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax(907) 343-7997 http://www.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171109 COSA#: Permit#: OSP171272 PID#: 050-572-11 Legal Description: Preuss#2 B2 L14 Engineer: Doug Kenley Applicant: Audrey Mason Your request for a waiver of the required 12 feet horizontal separation from the absorption field to the absorption field has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances 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. ® Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: -1 22 7 Approved by: Name of Review- **** VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE IRUS o Community Development Department t ?) Phone: 907-343-7 4 Development Services Division Fax: 907 .er . D On-Site Water& Wastewater Program v �;/- ON-SITE SEWER/WELL PERMIT APPLICATION SEP ] 8all 4b�-'570-1/ u : 30 f m Parcel I.D. 05-C)- 57,- - �d z Property owner(s) 4 , /tey /V/q,<•or) Day phone a'- " L Mailing address //J 1/,7' (4/-/172 1&/, (-,T7/> %' rig°r, /'c A<,q Site address ,;c'57e> X/ce,-- e, f� / /give. Legal description (Sub'd., Block & Lot) frc as; 4e%f' s/) '/<< Legal description (Township, Range & Section) Lot Size a/1:573- Sq. Ft. Number of Bedrooms 'V APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ® Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank ❑ Upgrade © Duplex (D) ❑ Holding Tank Cr Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: .40"1r v/4/<: 4.41V 1042 Z'Afee VAJ1":40144, . Distance: l I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. • (Signature of prop owner or authorized agent) Permit/Rush Fees: If5(o`t t 4 3 LJ j.q 0(RuSN)/aiver Fees: ff°c2 15 + gi1Q 9 (&uS H) Date of Payment: ` i8/i i Date of Payment: 1/f g/ ( 1 Receipt Number: 04 Q3'111) 4 0"-{(0231) Receipt Number: O L( 2 7 ij '+ 0-1 (4,2 3 Permit No. 65 Pi?/27a. Waiver No. MVl71C6' Permit App_9-1-12.doc Douglas T. Kenley,P.E. 9806 E. Northstar Circle,Palmer,Alaska 99645 (907)746-1073 September 11, 2017 Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mrs. Audrey Mason. Owner Preuss#2 S/D, Block 2, Lot 14 20510 David Avenue Eagle River, Alaska 99577 To whom it may concern: Please accept this submittal as a request for replacement of an on-site wastewater disposal system. The existing system consists of a 1000 gallon steel septic tank and a crib leach field. The existing tank and crib will be disposed of as per code. A 1250 gallon steel septic tank and two 35' foot-long trenches will be installed. A test hole was dug and a percolation test was performed on August 21, 2017. Please see the attached results. The proposed design is sufficient to serve a four-bedroom house on the referenced 24,375 square foot property. The parcel slopes between approximately 12%and 23% in the area of the proposed leach field. The two trenches will be oriented perpendicular to the slope. The parcel is treed with spruce, birch, and aspen with birch being predominate. There are no water wells or streams within 100 feet of the proposed replacement septic system. Please consider this letter a request for a permit to install the proposed system. Si ly, Douglas aenley, P.E. PE#8l 76 Douglas T Kenley, P E 9806 E Northstar Circle, Palmer,Alaska 99645 (907)746-1073 September 19, 2017 Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mrs. Audrey Mason. Owner Preuss#2 S/D, Block 2, Lot 14 20510 David Avenue Eagle River, Alaska 99577 To whom it may concern: This is a request for a waiver of the required 10 foot,or twice the effective depth, separation between the existing drain field(crib)and the new drain field. Because the original records do not accurately depict the location of the existing 19 foot X 19 foot crib it is difficult to determine the exact separation distance from the new trenches. While there could possibly be as much as an 8 foot separation, we are requesting a waiver to a 1 foot separation in the event the crib position is actually closer to the position of the new trenches. Sincerely, Druy Douglas T. Kenley, .E. PE#8176 SEPTIC SYSTEM SPECIFICATIONS: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE M.O.A. WASTEWATER CODE CHAPTER 15.65.060. 2. EXISTING 1000 GALLON TANK TO BE DISPOSED OF ON SITE AS PER CODE. 3..NEW 1250 GALLON TANK TO BE PLACED WEST SIDE LOCATION OF EXISTING TANK. 4. SERVICE LINE TO DRAINFIELD SHALL BE 4" DIA. ASTM D3034 PIPE. 5. DRAINFIELD LINE SHALL BE 4" DIA. F810 PIPE WITH HOLES LAID DOWN. 6. NEW LEACH FIELD WILL BE PLACED WITHIN 1' OF ABANDONED CRIB. (SEE WAIVER REQUEST) 7. EXISTING CRIB WILL BE DISPOSED OF AS PER CODE. 8. PROVIDE 10' MINIMUM SEPARATION BETWEEN EDGE OF TRENCH AND FOUNDATION. 9. PROVIDE 10' MINIMUM SEPARATION BETWEEN SEPTIC TANK AND PROPERTY LINE. 10. PROVIDE 5' MINIMUM SEPARATION BETWEEN SEPTIC TANK AND DRAIN FIELD. 11. PROVIDE 200' MINIMUM SEPARATION BETWEEN SEPTIC SYSTEM Sc PUBLIC WELLS, 100' PRIVATE WELLS & SURFACE WATER. 12. FOR APPLICABLE EXCAVATION, TRENCHING, AND SHORING SAFETY STANDARDS, CONTACT THE STATE OF ALASKA, DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH COMPLIANCE CONSULTATION, AND TRAINING DIVISION OF LABOR STANDARDS AND SAFETY AT 269-4955. DRAINFIELD CALCULATION FOR TRENCH: SOIL TYPE: POORLY GRADED SANDS WITH ROCKS & BOULDERS (SP) PERCOLATION RATE: 4.4 MINUTES PER INCH APPLICATION RATE (AR): 1.2 GAL./DAY/SF USE 0.8 TO BE CONSERVATIVE. DESIGN (4) BEDROOMS: DISCHARGE = 4 BEDROOMS X 150 GALLONS/DAY = 600 GALLONS ABSORPTION AREA = 600 GALS PER DAY/0.8 GALS PER DAY/SF = 750 SF EFFECTIVE DEPTH = USE 6.0' ABSORPTION LENGTH = 750 SF/(2x6) = 62.5 FT. USE 2 TRENCHES AT 35 FT EACH • ASSUMES DOMESTIC WATER USAGE FOR RESIDENTIAL HOME CONSUMPTION. • CALCULATION METHOD OBTAINED FROM MUNICIPALITY OF ANCHORAGE "WASTEWATER DISPOSAL CODE REGULATION" FEBRUARY 14, 2003; AMC 15.65, TYPICAL DEEP TRENCH FIELD REQUIREMENTS AND SPECIFICATIONS. ••74t'• 4 • 10 * 49 TH i , • * • v� DOUGLAS T. KENLEY, P.E. Civil Engineer DESIGN % `• n' 9606 E.Nmthetar Circle • Palmer,Alaska 99645 • (907(746-1073 Douglas T.Kenley : j G"E"T-Audrey Mason Ii QFC/•, CE-8176 �v� Preuss #2 S/D, Block 2, Lot 14 , Fq••' �'� "°°"05620510 Avenue, Eagle River, AK IPJO N°"�"050-572-11 PENMB"°"B`R II‘F�pRoFESS10Na�,- r -9/21/17 I cBOCKm: DTK I°R""6' FK 15C-E. NTS I.qB"UMBER: 17101 I SHEET 2 of 6 `\\\�``� I t 1 it t 1 1 I ' t ' l ' LOT 4 LOT 9 1 LOT 4 LOT 9 if / • / 1 \_ J '� '• ` --- I ; SEPTIC SEPTIC / • • L_t LJ / • / I t 1 • t LOT 5 LOT 10 __ I \ LOT 5 LOT 10 1 —r•--y /JJ I ( / 1 l / L. q 0AV►6 AVENUE •• IF/— h \I , 1 '1, s 8S59'00E 130.00' 12 STORYRESIDENCE' LPR WAU EIA1dT `- W£ I.i I SEPTIC t +.y J RADI(IS I u t / 0o CO. •• o -o/ c„ V V \ O. q JJ �� -' °g„,. / . �*JJs O / \ J `iJI w}_–o J`J ' tl iii f � ; r 1 Z LOT 16 LOT 15 O L-J q 110' UTILITY LOT 13 LOT 12 - - 24375 t 14 s.f. LEASEAIENTS t _ - ..,.....-r-.^----=',...-.,-.... -€f OO}'W 1IllL ` ti� A_B_-_ 1 ` r JJJJ • /, /// \`\'. SEPTIC •` /// / ' •, / t ' ,,.// J / 1 -- / 5 1 1 J" — `� ; 1 sEPTIC -/-/".. J`J M`�`:'• • I LOT I LOT 2 1 LJ///'LOT 3 '\ •I_OT 4 LOT 5 t / / / t N. / / / • • 1t / 1 / 1 1 ' 1 t l I / / 1 t \• / I r t t • / 1 I I •\ JJ// I t 1 1 1 I 1 1 1 I I 1 t I I • t ' II t\t• EAGLE RIVER ROAD / / \ • . . • • ../.../' OF AL4kk11 ...iv / I *: 49 THt.:tv#, •.* // DOUGLAS T. KENLEY, P.E. Cisnl Engineer DESIGN , - • . - - - - Jt- �"- / 1010EMrtllrx6wd • Prwr,AYW01M6 • 1107)71F+on / . Douglas T.Kenley c"c"`' 01"Audre Mason 0 0'••. CE-8176 .••,... Lim. Preuss #2 S/D, Block i e •e-t'l'P'!.1' -F��� '°0X[35'20510 David Avenue, Lugic N,vc. 50-572-111PEa.TMre(X. � R1` UPROFESS\ '.q °.rt:9/21/17 I c"""m OTK I°XAY" FK HIB MINX(" 17101 SHEET 3 of E `\\`\___ 1` / DAVID AVENUE / ,1 / // \ / \ / \ 1 WELL--� ( / ` ; —• y\ 1 11Y� u I. I ASPHALT \y i - WOODEN FENCE I N.•\ jb i®� PAVEMENT '� I'"----' \ \ 3.9" DECK 12.8 .- , / GARAGE i I \ ?_ 7z �O lG, a 2.5' WING CANT ` 2AA �I (TYPICAL) co CHAIN-LINK N �' r 1 FENCE \/' a �� ''� I / cp. J'. 12.0" ' / NOTES; 2.0 WING CANT 6' 21010 1. EXISTING TANK & CRIB TO ` (TYPICAL) .. 2�. BE DISPOSED OF AS PER M.O.A. 2 STORY RESIDENCE WITH CODE. \ 1ryALKOUT BASEMENT Za.4 Yr I / 2. THERE IS PRESENTLY NO F.CO. SO . / ONE WILL HAVE TO BE INSTALLED AT TIME \ 'Vh� Co_ '44.60 B I / OF INSTALLATION OF SEPTIC SYSTEM. \ DECK ' P /0 / .. / 3. SWING TIES & ELEVATIONS WILL \ HOT TUB ECK / I SHED / BE ADDED TO THE ASBUILT DRAWINGS. \ \ / ../ I / 4. ELEVATION T.H. G/L IS 103.6' 3 / BOTTOM OF T.H. IS 87.6" 38.01" ! / ice. r — — H 5.0" / T.H.-1 -'4'/'r ® . 0 '-, �,Z,O 3 I • / / CO O" 1I .- FE CE AIN LINK NEW 1250 GAL G1 $ ""_1.4 f 1'T' -- --L NEW (25 3"x6"E.D.x35' SEPTIC TANK II �_ 1-- N / ip' ' TRENCHES EXISTING 1000 GAL.- \ -. DESCRIPTION OF ITEMS SEPTIC TANK `'U _—III 1' EXISTING 19"x19' f L _J LOT 14 Qt FCO(Foundation Dean Out) LOT 15 SEPTIC CRIB ,V4r 441 31.67 • bt n I Q 4'NSTY 0-3034 from house -+ 4 I to septic tank& field. - •F- Q TCO-1 (Tank Dean Out) I L 1 z Q4 TCO-2(Tank Dean Out) \— — ® Da-m'E K ur \ © SPUTTER VALVE 1. 05e aiverfe( value 10 u+ili 70 CO-1 (Trench I) yy © MT-1 (TRENCH 1) C r b Q at l y erf7G' I .. 11)01- tU e u t, Q9 CO-2(Trench 1) `` LOT 2 ft hie CI ✓ r UChLO'OT 3' how' �Wa LOT 4 13 CO-3(Trend) 2) , Z. C r 1b ft// ,4 )W 15 �7P'_e r Fi k. 11 YT-2(Trench 2) 11 nay he. CiliP(A Q5 -T beelr0D►T" \\\ 1© CO-4(Trench 2) ` AI+crha,fi4 ;„ ctti�1"kre� '- L OF A q' I i i© TESTII(Ep I •� ..tQ.....• �' vI 1 „ HELL *'`49 TH * l DOUGLAS T. KENLEY, P.E. ' • • • .'.,J ° •�'' `'� r 9406E cam. (107)74-1073 DESIGN �, • Douglas T.Kenley . OW . . 0, SCC•. CE-8176 •c4 • k/ IA • ih ; 's ' q .2'L.t v_= 1%Fp.'PROFESSti4Nat1M ‘1\\VV": DOUBLE CLEANOUTS T.C.O.-1—\ T.C.O.-2 3' MIN. COVER ORIGINAL GRADE 2" INSULATION. 98.8' ELEVATION I I I J COVER NILOVER THAN 4' OVEROF TANK \ / FROM 4 — ----/1— FCO TO NEW LEACHFIELD NEW 1250 GAL. SEPTIC TANK O TANK SECTION (PROFILE) NTS OFAL41 _co.. 1� #I ;:r*.• 49 TH f\ ..*y .D6— DOUGLAS T. KENLEY, P.E. c,v. ,n9,nee, DESIGN % le -----k 0 NOB E.NorMaW Circle • Palmer,Alaaka 99645 • (907)7461077 Dou tas T. Kenle j "P"T Audry Mason , 1F••, CE-8176 `E`'` Preuss #2 S/D, Block 2, Lot 14 �+ fF • •k•.z..•.1-,' ��s A°OREs520510 David Avenue, Eagle River, AK IN'''°'"U'KR`050-572-1 1 PE7eNr NUMBER' 11,;PROFESS01�,..+' BATE g/21/17 I CHECKED' DTK I°"A""' FK I SCALE NTS 1'�e NUNBER: 14101 I SHEET 5 of 6 \\�\`` M T-1 PIPES ARE PERFORMED IN, CO-3 & CO-4 SEWER ROCK, SOLID ABOVE. MT 2 \\1\ —ORIGINAL- GRADE -CO-1 & CO-2 REV. 92.5' - -2' MIN. COVER MI IN / NE 2" INSULATION ELEV. 97.6' SPLITTER VALV SEE NOTE 4. IF LESS THAN 3' OF COVER OVER FIELD �' FILTER ' BRIC-- l SEE NOTE 1. FROM TANK BACKFILL " k; w 1;074:!',:t-. � 4" DIA. PERE ORATED PIPE .+ 1.o4:::::.:%':'. LAID LEVEL N° f' ' i:15.417.* J„� • .,. , a pkt::v...„f,,..,.o- :., :.,:„.,.:.;,.....:.:: 6' j / / 2 -6 ± w O z WATER TABLE -, 1J SEPTIC SYSTEM PROFILE ASBUILT IMPERMEABLE LAYER _ ( Nf5 G/L AT TEST HOLE #1 EL.= 103.6 FT. NOTES: 1. SLOPE TRENCH WALLS PER OSHA STANDARDS. BOTTOM OF TEST HOLE #1 2. BOTH TRENCHES ARE 35 FEET IN LENGTH. EL.= 87.6 FT. 3. MAINTAINED 4' MIN. TO SEASONAL HIGH WATER /0 ' Max e)(ca ha ht,'T AND 6' MIN. TO IMPERMEABLE LAYER. 4. SPLITTER VALVE IS LAID HORIZONTAL 1 p h 4 r free c,h TO SERVE BOTH TRENCHES. (7,d/l(//0f 5. BOTTOM OF UPPER TRENCH MUST NOT a< BE LOWER THAN 87.6' 6. BOTTOM OF LOWER TRENCH MUST NOT BE LOWER THAN 82.5' P��OF At n 1,...,c 0.. -7k; -1l „Ir.._ 49 TH *��/ DOUGLAS T. KENLEY, P.E. „,,., DESIGN % :i ION E.Matl,Mr Chyle • Mime,AlmeloMM! • nen 7.411-1073 / Doug s T. Kenley CUE'TAudrey Mason �i �F�'•. CE-8176 ,...t.,-,• / "c"` Preuss #2 S/D, flock 2, Lot 14 +0 `��4 • 9 •Z1. '7 . t. 1O0XE5S20510 Avenue, Eagle River, AK I" ""'";1 ,0 5:'. IN>1�OPROFESSION�� arE:g/21/17 Ic"ccKm DTK I°""*. FK Isc f NIS I,,'yu•' , • ``\\\\I°` DEPTH GA 103.6' SOILS LOG - PERCOLATION TEST #1 cin #I1l OR 1 ;o ° Fractured rocks TEST HOLE #1 2e mixed with sand °a- and poorly graded ----------...—_ 40 gravel 4on CW oec 3 v. t:.�: ori 4 o o:c SW GM _ Cl 4 " e� a ��dcc, 1 11 ` I I a See attached site plans 5 rtr 9, a •iti '- .4fiisw 1 -I L_ l MH ---....;-,1/4%..... '�C:,#AllI!: .:x;.a SP A CH •eio }: "• 3 r - i r e°d9 as ,". -iSa i sM .+, 3 6avAft �of K 7 Jria_oea asp DEPTH TO DAIL •00.-x± GROUND WATER 84k.°0°< Gravel and sand None Found 8/20/17 `tea » and poorly graded 9 meq°° gravel w/6 18' None Found 9/11/17 Wif. rocks DATE READING TIME NET TIME WATER LEVEL NET DROP 4°a ) SP (MIN.) READING (IN.) (IN.} II , Td y - be 8/21/17 4 5:41 ---- 8 ---- 2 Vg¢ ti — 5:51 10 5-8/16 2-8/16 13- 'q° a 8/21/17 5 5:53 - - 8 4/16 ` '"°°-° 6:03 10 5-14/16 2-6/16 1 aea ________ t,:q:eal 8/21/17 6 6:06 8 ---- y 6:16 10 5-12/16 2-4/16 16 RVAC a 8/.6' 8/21/17 7 6:18 --- 8 17 6:28 10 5-12/16 2-4/16 18 PERCOLATION RATE 4.4 (MIN./IN.) PERC. HOLE DIA. 6 (IN) TEST RUN BETWEEN4-1/2 FT. AND 5 FT. I 19-- � / PRE-SOAKED FOR FOUR HOURS YES `✓ NO COMMENTS:Bench mark is south west corner of cement floor of the garage door on the 16.2' X 20.3' shed marked F on sheet 4 of 6. ;:r*.- 49 TH --•ir04j DOUGLAS T. KENLEY, P.E. DESIGN / • • :D • • • • • • «00 E.NaMMr Circle • PAlaska,Alaska 91040 • 007)TO-IOn / . Douglas T.Kenley . #I (D, ' CE-8176 ••4<%i ''AudreyMason 'lc"''lc"' Preuss #2 S/D, Block 2, Lot 14 1#k e • 91..A1.-.11,\.'<t. • . !.ZI.•I.1••��s . 5 r�arere 050 S i t 1 1I 1 -ace"u�"4" u-PROFESSOTs ~ 20510 Avenue, Eagle River, AK I �� wrt.9/21/17 Ic KED: DTK r"" FK Iso�..r- NTS 1"'"'"" 1/101 , SHE - . , `��\\\�' GREA,/R ANCHORAGE AREA BOku,.r.GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: NUMBER OF DISTANCE i FROM WELL /~ MANUFACTURER '~/'C~/~'¢ T MATERIAL /-,~,~/j~.~:'~r'/'~ COMPARTMENTS /' INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH lIQUID CAPACITY g ~)~ GALLONS. SEEPAGE PIT: LINING MATERIAL ~'C'4~4~, ~X~d~-CRIB SIZE: DIAMETER..~_.~..DEPTH ~"' DISTANCE FROM: WELL 7'~,/' TOTAL EFFECTIVE BUILDING FOUNDATION NEAREST LOT LINE ~'~ ~' ABSORPTION AREA (WALL AREA) ~/~'~' SQ. FT. ADDITIONAL ABSORPTION ~/'~' WELL: BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION NEAREST NEAREST LOT LINE .."";/O/' SEWER LINE OTHER 5OURCE5 DISAPPROVED REMARK5 DEPTH o'~"J~%--q~ ~'' DISTANCE FROM: SEPTIC-- ! SEEPAGE TANK ./~ ~ SYSTEM DISTANCES: INSTALLED BY: 2. "~'Z'//;/}/~N/ PI PE MATERIAL: LOT SLOPE: REMARKS: ~'~0/'~ /~u~,4~,~ I ~'~' 7~ /5// Fo~rrn NO. EQ-031 DIAGRAM 0F-SYSTEMfr,,~j vtf~ ~ GRE~E'r ANCHORAGE ARea BC~'~UgH DEPARTMENT OF ENVIRONMENTAL OUALIT'Y 3330 "C°° STREET ANCHORAGE, ALASKA 99503 NAME OF APPLICANT , PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATIOH AHD PERMIT ADDRESS -- I ~ II PHONE INSTALLATION OF: SEPTIC TANK /- -- SEEPAGE PIT.. /' ~DRAIN FIELD . OTHER TYPE AND SIZE OF FACILITY TO BE SE FED ~)~ /~ , . ~:. SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OF' ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. ~[PTIC TANK 5lEE . , TY E ¢ MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~:~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF FOUNDATION TO SEEPAGE PIT ~v , DRAIN FIELD , , · SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK'--~'~ / ,. SEEPAGE PIT ----~ / , DRAIN FIELD TO NEAREST LOT LINE. . WELL TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD , ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK/~ r / . TO RIVER, LAKE, STREAM. ~XCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FI~ED WITH AIRTIGHT REMOVABLE CAPS. ~ONFORM TO ~OROUGH ~EGULATION$ ~EGARDING INSTA:~TION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF/'tG/~E-ATER ANCHOR/A~ AREA BOROUGH ORDINANCE NO. 25-SB AND THAT THE ABOVE: mATZ ~ ? PLICANT'S SIGNATURE ' CONSULTANTS. INC. P-O. ~)OX 6087 ° ANCHORAGE:, ALASKA 99~03 TE:LEPHOHE 907-279-0483 * ANCIiIIIIAGF. JUN£AU TELEX 090-35419 August 4, 1975 R & M No. 562080 ~. Don Zimmerman, Jr. P. O. Box 596 Eagle River, Alaska RE: Test Hole And Soil Log Report For Sanitary System Lot 14 Block 2, Pruess Subdivision Dear Mr. Zimmerman: We are submitting herewith the test boring results and our comments regard- ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 1975, and those proce- dures outlined in a letter dated July 15, 1975 by }~. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 14 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 14.0 feet below ground surface. One sample was recovered from the bottom of the test hole and retained for grain size analysis. The sample will be held in storage, up to approximate- ly one month, for possible testing before it is discarded. 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 CONSULTANTS, INC. Vice President J~l%/j a xc: GAAB T. H. - 1 8-4-75 0o0~ SANDY GRAVEL TRACE SILT (GP) SANDY GRAVEL (GW) 3,5~ 5o0~ SANDY GRAVEL w/TRACE SILT (GP-C~I) J / }~O WATER TABLE 14.0' T.D. Log represents Lot 14 Block 2 Pruess Subdivision Consultants Inc. ANCHORAG~ FAIRBAHK$ 8-4-75 Jsc.~-~ 1"=3' Don Zimmerman Property Log 'of Test }Iole ALASKA Ju.£Au Eagle River, Alaska 0 4. 5. 6. e GREATER ANCHORAGE AREA BOROUGH ~Y Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Mailing Address: ~/--~ ~. O~ ~, ~. ~-~. Phone: ,ro,er, Owner: Location: ~ ]~.~e ~ ~] ~-~-~-~' Type of facility to be inspected ~r \.~) No. of bedrooms Wel 1 Data A. Type B. Depth ~ S D. Bacterial Analysis C. Construction B. Installer ~.~ ~--~. 2. Manufacturer Sewage Disposal Sxstem: A. Installed WI C. Septic Tank: 1. Size 2. Material D. Seepage Pit: 1. Absorption Area E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Nearest lot line · B. Foundation to septic tank · Absorption area , Other contamination , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages ~' ~ ~' FrageLeg 2,.°f escrlt~° tionPages~j~'~--- Re,~'~s, ."or ~['~ \Appr°val~~°f Individual~_~, F~'~'~~'~,~.[.~_q ~' · Water Facilities Comments ~Disapproved Date~ ~ . Approval~Valid for one year from date signed Greater'Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM 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 ANCtIORAGE AREA BOROUGH. Department of Environmental Quality' 3330 "C" St., Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF ,.. . INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CFIRO 2. Property Owner: ,~_J~tT~_ ~/m// Mai.ling Address: Name of Buyer: , Mailing Address: VA FHA · Da)' Phone Da), Phone 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or.Agent: Mailing Address: Phone· Phone 6. Legal Description: , ~_'f Location: ~,~l~ ,,~'.'oe._~ M..'~' F~_~.~,oo~ /~(. 7~ Type of Facility to be inspected: No. Bdrms. -~ 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well ~' Sewage Disposal System' jType of System: Public Utility \ If Individual,. date of installatiOn Individual (on-site),X Eq-037