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HomeMy WebLinkAboutUS SURVEY 3201 LT 21 T10N R1W SEC 9US Survey 3201 Lot 21 #090 - 021 - 14 Municipality of Anchorage • • ` r . _ , Development Services Department = _` Building Safety Division On -Site Water & Wastewater Program, 4700 Bragaw St. i' on ��// P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070064 PID Number: 090-021-14 of 3 Nome: RICHARD KOTSCH Wastewater System: ■ New ■ Upgrade Y P9 Address: HC 52 BOX 8585 * INDIAN, AK 99540 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 653-7203 3 0 Deep Trench 0 Shallow Trench 0 Bed • Mound ❑ Other LEGAL DESCRIPTION Solt Rating: 0.7 GPD/Sg. Ft. Total Depth from original grade: 0.33 TO TOP OF SAND rL Block: Lot: Subdivision: — 21 USS 3201 Depth to pipe bottom from original grade: SEE DWG. Ft. Grovel depth beneath pipe: 0.5 pt. Township: Range: Section: — Fill added above original grade: SEE DWG. Ft. Grovel length: 45 Ft. WELL: ■New ■ Upgrade Gravel width: 15 Number of lines: 3 Distance between linea: 5 FL Classification (Private. A,B,C): - \ I \v\ \`/1 Ft. Cased Ta(sEOPWL FL 675 sF<, Total absorption area: a. FL Pipe material: D 3034/F-810/SCH 40 PVC Driller 5� \ J Dote Ddlletl: Static Water Level: Ft Installer: r. James Glover Dots installed: 5/24/07-6/20-23/07 Weld: GPM Pump Set At: FL Casing H Ight Above Ground: R. afret -Creek Service4-TwitSOW ,NK SEPARATION DISTANCES o Septic O Holding • S.T.E.P. 00ther* To From Septic Tank Absorption Feld Lift station Holding Tonic Public/Private sews Linos Manufacturer: ANCHORAGE TANK Capacity in gallons: 1250 Well 100'+ 100'+ 100'+ — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — Size In gallons: 109 Manufacturer: ANCHORAGE TANK Foundation 5'+ 10'+ 5'+ — — "Pump on" level at 41 mp off" level at: 41 High water alarm at: 45 Curtain Drain Pump Make & Model: Electrical Inspections performed by: NONE KNOWN 420 Os! 05 HHF REX M. MCCASKEY J. ELECTRICIAN Remarks: OLD SEPTIC TANK WAS PUMPED, CRUSHED BENCH MARK AND COMPLETELY ABANDON PER UPC Location and Description: BOTTOM OF TANK Assumed Elevation: 91.29 pt. GEG,Ltd. Inspections performed by:Dates: 1st 5/24/2007 ENGINEER'+ EAL 00�-.•.,.O 2nd 6/20/2007 4 0 0 �. t 0% 3rd 6/23/2007 `� q.f-00 Development Services Department Approval Conditional approval: Date• 0�� "c Q 4'. T— �� 0 0 e e ness• g CE ijor //// lI7 .Gv✓ Date•3A7 Reviewed and approved by: Lal Q% !3 ..' 0� a � 0 ���Ad� 44" (Rev. 4/08) rofession°a OD00000�p PERMIT 'NUMBER: .SW070064 FC0 / A 42.75 B 2.95 C01 CO2 ST1 ST2 MH MT1 MT2 23.25 24.39 25.38 29.96 31.22 45.21 51.69 53.35 55.28 56.79 63.06 64.81 80.57 82.75 AS -BUILT DRAWING 10.09 / 65.29 67.27 / 68.80 75.10 77.06 92.69 94.48 80.49 117.56 129.74 85.67 120.66 132.64 \ NEW DRAINF1ELD 50' BLM EASEMENT MT3 rr-- MT1 MH / i NEW 1250 GALLON S.T.E.P. TANK / PARCEL ID NUMBER: 090-021-14 \ \N \ FCO 4-TH#1 MT2 I l L 1 L ALTERNATE SITE \ 4 ii SCALE: \1" = 50' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROA% SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-9179 • FAX (907)338-3246 • WEBSITE; www.gamwxnglnrtln9.cam PREPARED FOR: RICHARD KOTSCH LEGAL DESCRIPTION: US SURVEY 3201; LOT 21 PHONE NUMBER: 907-653-7203 TYPE OF WORK: AS BUILT SURVEY OF SEPTIC SYSTEM (Rev. 01/05) PAGE NUMBER: 2 OF 3 DRAWN BY: J.N.T. DATE: 3/17/2008 2" INSULATION TOP OF TANK AT INLET = 96.17 FINAL GRADE = 100.02-100.08 ST1 ST2 MH TOP OF TANK AT OUTLET = 96.16 INVERT OF BUNG AT INLET = 95.54 PRESSURE LINE TO DRAINFIELD MOUND AND 3:1 SLOPES ARE TOPSOILED AND SEEDED TH#1 s.09t5 31\ MT FINAL GRADE = 101.59-101.87 2" INSULATION FILTER FABRIC MT ORIGINAL GRADE = 97.59-98.59 3.7 MOA -APPRQVED SAND ' FILTER; s H2O CO 93.76 (4.83' BELOW GRADE LEVEL) ON 5/24/07 RELETIVE ELEVATION OF BOTTOM OF TEST HOLE = 84.09 TOP OF SAND FILTER = 98.92 INVERT OF PIPE = 99.42 BOTTOM OF BED = 96.09 THE DISTRIBUTION LINE IS 1.25" PVC WITH 1/4" HOLES SPACED 4' ON CENTER, 11 HOLES PER LATERAL, 33 HOLES TOTAL GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS -r- - T)1 E. TUDOR ROAD, SUITE 101 • ANCHORAT. AX 09507 • PHONE (907)337-5179. FAX (907)339-3245 • WEBSITE: wwuAamnrn9Yw dng.com PREPARED FOR: RICHARD KOTSCH PHONE PAGE NUMBER: 3 OF 3 DESCRIPTION: US SURVEY 3201, LOT 21 TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE (Rev. 01/05) DRAWN BY: K.D.M. DATE: 6/4/2009 3> )�7 Ls Ti' ri tTh: 1 t O D N « do S \ ; �.9 �l � � CD r 3 i6 0 E c fir `I\ c O NO p t A Z _-5 ° m a a ) x , 0 r r r 1 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 16, 2007 Expiration Date: May 15, 2008 Permit Number: SW070064 Parcel ID: 090-021-14 Legal Description: US SURVEY 3201 LT 21 T10N R1W SEC 9 Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: Owner Name: RICHARD KOTSCH Lot Size: 108900 SQ. FT. Owner Address: HC 52 BOX 8585 Total Bedrooms: 3 Permit Bedrooms: 3 INDIAN , AK 99540 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank 0 Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, seated, and heated to prevent freezing. Received By, Issued By Date: 5 /L. —o7 Date: 5.-14 fl % rd ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Parcel I.D. OQo- oaI- Iq Property owner(s) ' RICHARD KOTSCH Mailing address HC 52 BOX 8585 $ INDIAN. AK Day phone 907-653-7203 Site address Zip Code 99540 Legal description (Sub'd, Block & Lot) US SURVEY 3201. LOT 21 Legal description (Township, Section & Range) N/A Lot Size I0 qco Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage 3 THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees: ! 0 . 0 0//76 Date of Payment: 5/15/ 07 Receipt Number: 97007 (Rev. 11/05) o �Lu5 t} UWaiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. _1- - , CONSULTANTS & GENERAL CONTRACTORS r- May 11, 2007 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Septic Upgrade Design for US Survey; Lot 21, To whom it may concern: The existing 2 bedroom trailer is served by a private well and septic system. The home owner is proposing to build a 3 bedroom house; therefore a septic system upgrade is required. A test hole was excavated on the property. The new septic system will be designed around the 30 foot radius of this test hole. We are proposing that a 1250 gallon S.T.E.P. tank and a bed type drainficld be installed. Comments regarding the design are summarized as follows: 1. SOILS: Attached is a log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 0.7 gallons/day/It' should be used. 2. TRENCII DESIGN: Sec attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on attached design drawing the area around the proposed drainfield is flat I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, p ase contact me at 337-6179. Thank you for your assistance. Sin c icy Presid , M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Wcbsite: www.gamcssengineering.com / \• US SURVEY 3201 LOT 13, / / / / / / / / // / / / / / / // / / / / DELAKS S/D; / / LOT 12A. / / / / / / DELAKS S/D; / LOT 128. AR LAD • \ N. \ 1N.\ may\ N. / \ \ PROPOSED SEPTIi.� SnitU UPGRADE (SEE DESIGN PAGE \ \ \ 20F 2) \ \ \ EXISTING \ \ N. TRAILER \ N. N. MPEA iN / \ / \\ /\/ \ / \\\ / 1 \\ I \ - X00' WF11 Ren)US —'\> (APPROXIMATE LOCATION) / LOII1 1 US SURVEY 3201 / I 1 /// / \ / ^\ \ / / GARNESS ENGINEERING GROUP, Ltd. ..�..—.. _..�-.-+.....«-•..-CONSULTANTS & GENERAL CONTRACTORS 7101 L N000 •Q.t. sun 101 • U1C1lORO[. IN 11•507 • 1111011E (101)3&1-917 • FAX (907)33&-324/1 RBSIIC PREPARED FOR: PHONE NUMBER: PAGE NUMBER: RICHARD KOTSCH 907-653-7203 1 OF 3 LEGAL DESCRIPTION: US SURVEY 3201, LOT 21 DRAWN BY: K.D.M. \ \N. • • • CSEPIC AREA ///hUS SURVEY 1201 LOT 22,1 \ N 1\00' TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE DATE: 5/11/2007 D vA y A Ga es• a earJ P�olsa sl°nOoo 40000�� (Rev. 01105) DESIGN CRITERIA: NUMBER OF' BEDROOMS: 3 GALLONS PER DAY (CPD): 450 PERCOLATION RATE/S: <1 MIN./INCH PROPOSED APPUCATION RATE: 0.7 MINIMUM DRAINFlELD SOFT.: 643 QRAINFIELD DESIGN' MAXIMUM DEPTH:2.5 FEET WIDTH:15 FEET LENGTH:45 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A 1 ACTUAL SOFT.: 675 N N N NOTE: THE DISTRIBUTION UNE IS TO BE 1.25" PVC WITH r' HOLES SPACED 4' 0 CENTER. 11 HOLES PER LATERAL, 33 HOLES TOTAL 1 NOTE: THE CONTRACTOR MUST HAVE ALL WELL RADII AND 50 BLM EASEMENT FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION N I\ N / \ / \\ N \ N. // r�&� N. \ �\ N. EXISTING TRAILER N \ \ \ \ N EXISTING BESEPTIC K PUMPED \ \ N. '-,., CRUSHED AND �K•,�,, COMPLETELY ABANDON r{1 / 1 CFF& / N. / + / i:••.1 / (. APPROXIMATE / LOCATION OF \ IXINnEL STING 94t, DRAINFlELD gfr i PROPOSED 1250 GALLON S.T.E.P. TANK 1 ALTERNATE SITE /^\ PROPOSED / \ \ NFIEID ; / \ N. MT4 N. N. MT3 ♦ 50' BLM EASEMENT GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT CEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. N GARNESS ENGINEERING GROUP, Ltd. ,, ..........,=,,.e.�.�..�---..— CONSULTANTS & GENERAL CONTRACTORS 3701 L TUDOR ROW. SUITE 101 • NI Ct'00. NI 011000 • NIOK (007)031-G11M • Na (/00)500-504 • MUM ww.,w,rw9•w1q•ww PREPARED FOR: RICHARD KOTSCH LEGAL DESCRIPTION: US SURVEY 3201, LOT 21 PHONE NUMBER: 907-653-7203 PAGE NUMBER: 20F3 DRAWN BY: K.D.M. TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE (Rev. 01/05) DATE: 5/11/2007 2.S' -••--- o' FROM S.T.E.P. TANK 2.5' 15' NIDE O MT 2.5' WIDE MT 5' }IDE 0 SIDE O MT 2.5' WIDE MT 0 5' LONG 2" INSULATION FILTER FABRIC FINAL GRADE PROVIDE 6" MINIMUM DRAINROCK DEPTH BELOW INVERT OF PIPE ORIGINAL GRADE t•;E. • • 0 :``x : �; '� A; ^,'.^,..-,�,[.; :: ': ::!.. `.. •'•'..: 2.5' MAX DEPTH F MOA'APPROVED SAND+'FILTER':"-" • :'; FEET ;•••••••;‘,..."•:01.*... ".S.t .••?. ....ire .. 15' WIDE I. NOTE: THE DISTRIBUTION UNE 19 TO BE 1.25" PVC WITH " HOLES SPACED 4' ON CENTER, 11 HOLES PER LATERAL, 33 HOLES TOTAL • GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS 3701 1. 1W01 11010. sun 101. MR1EAMf. M 10501. AEN[ 007)337-41n • IM (001)331-3144 • 11E1001L orn.iparnsisleibrielega.0 PREPARED FOR: RICHARD KOTSCH PHONE NUMBER: 907-653-7203 PAGE NUMBER: 3OF3 LEGAL DESCRIPTION: US SURVEY 3201, LOT 21 TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE (Rev. 01105) DRAWN BY: K.D.M. 0 DATE: 5/11/2007 .1 ILS GARNESS ENGINEERING GROUP, Ltd. - ,...•-.- CONSULTANTS S GENERAL CONTRACTORS 3701 L. 111008 R0 O. hurt 101 • N•G11c.044 M- 49307 • vw"C: (907).137-6179 • FM (907).13-3344 • 4i4S111: P^••••^9^• -k^9' - ISOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: US SURVEY 3201, LOT 21 PERFORMED FOR: RICHARD KOTSCH DEPTH (feet) ORGANICS �--- 20 SOILS LOGGED BY: CM TEST HOLE #11 SOIL CLASSIFICATIONS RIM GW GP GNI GC SW SP SM SC DATE: ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE 12.5' 4/26/2007 6' 4/30/2007 5.5' 5/7/2007 1:30 — SEE ATTACHED SITE PLAN SCALE: 1' - 100' DATE READING CLOCK NET TIME (MINUTES) TER WA READING NET DROP (INCHES) 5/7/2007 1 1:30 — 6" — 2 1:31 1 0" 6" 3 1:31 — 6" — 4 1:32 1 0" 6" 5 1:32 — 6 — 6 1:33 1 0" 6" PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHE TEST RUN BETWEEN 1 FT. AND 2 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 5 NO CALEB GALL PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS rE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S/iag°} GREt'`R ANCHORAGE AREA BOR"-/tGH Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 ROGER• /. II�NS1P,ECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ER 1�It. PAIPT EIC MAILING ADDRESS 4odn POI ePP h 2 rj PHONE 279- 156,3 LOCATION B I Rn CP ELK LEGAL DESCRIPTION LT, Z1) R S . SUeV FY 32 _ SEPTIC TANK: DISTANCE FROM WELL — MANUFACTURER STACK STEEL A MATERIAL STEE L NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 1000 GALLONS. TILE DRAIN FIELD: 4 3 / zo /+ TOTAL LENGTH DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES ZS 0 NUMBER OF LINES 4 DISTANCE BETWEEN LINES Z0/? 50 TRENCH WIDTHS(' IN TOTAL EFFECTIVE 750 ABSORPTION AREA SQ FT LENGTH OF EACH LINE 50 j 50'; 50 'ahct 100 / DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE 3 �2 MATERIAL BENEATH TILE (:74(:74IN ABOVE TILE c0/ IN WELL: Plab PoSEP TYPE CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK , SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DISTANCES• INSTALLED BY• RE DM ON 1% Go. SEWER LINE DEPTH• PIPE MATERIAL• CAST 1P-01,-1 an PLASTIC p€I2FOP.AT6D LOT SLOPE: VV EST REMARKS• 1 /��(.l(�(� ATDE 'l 73 APPROVED •1 i ,2 TjG JL r4 _ REMARKS DIAGRAM OF SYSTEM 50 50 20 'SO r of—) 50 t—•17 20 /r vt' `�&CA- ta/L-el,t} 4/1n_j.vuc2,t,rfryl4 ,'orm PW -027 • SEPTIC. 3 BDRM TANK TRLk G.A.A.B GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL OUALITY 3500 TIIVOR ROAD POUCH 6.650 ANCHORAGE. ALASKA 99502 T(:.LI.o!.0 279.6506 SEWAGE DISPOSAL. SYSTEM — APPLICATION AND PERMIT PERMIT N0 NAME OF APPLICANT' /ac -E/ /9. PAbves, Rite, rAif/�` INSTALLATION LOCATION MAILING ADDRESS 1/49‘,1O `Y'/4'at-A' ) pHONE•7, 26 3 LEGAL DESCRIPTION rS I I� S. .SL'A1 Dry .t20 INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER C/A/Cie fiV41/ TYPE AND SIZE OF FACILITY TO BE SERVED &'nv9Corh TO BE INSTALLED BY SOIL TEST RESULTS PHTn,IYe-. NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED / 9 2 •/ • PFRMTT VAI to fINF YEAR FINAL INSPECTION, 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /(oo 5/1) TYPEStPPI 177* rf1SlrrPtPSEEPAGE AREA SIZE TYPE MINIMUM DISTANCES. REQUIREMENT'S FOUNDATION TO SEPTIC TANK 5 ft. FOUNDATION TO SEEPAGE PIT 20 ft. SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK 5 ft. TO NEAREST LOT LINE WELL TO SEPTIC TANK . DRAIN FIELD 10 ft. 15 ft. SEEPAGE PIT S0 20 ft. . DRAIN FIELD SEEPAGE P11 /CO . 10 ft. DRAIN FIELD -tom ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK 10 ft. DRAIN FIELD 10 ft. SEPTIC TANK. 25 ft. SEEPAGE PIT TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING OAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. . SEEPAGE PIT 10 ft. 100 ft. DRAIN FIELD 50 ft. 4 INCH DIAMETER CAST 111014 SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. 14 AUTHORITY OR LICENSED DESIGNER DIAGRAM OF SYSTEM a' TACT IRON SIPHON SEPTIC PIP( 10115 AIITICAT (RIS lA: `/ (AIS \ VASTII.f1 ItTr2 -- e1r1J N T CAST DON 1110 I9IOlStl'lI(0 SO11. KIAIMUM r C 1 noulrof whenever Tine crone' ..1cr Jrllenay. PII.P+N urn Ire12Ino.L lu' IA•:R- SO' 10 PI1. 100' A0 SELLA LINE- 10 !.? ALI9O.1 I C 10 1P':(. *0" 10 TIT- VO' 0.0 51 LIP 1 10 an• -r.,• ORLT (AS: IRON S(OCR I 11:1 rip1,c TO TA•IT. 200' IN PIT - 200' 105•.2''p Oct? A•I Peri SIH(H 1 11:1 'Woe. SNPrC( OP NY An' 'IA1005 IAJexH/15' AARI M(([IILLT . A4OL'00 CRIT. 11:::)4' elp' MAInur PIO?t 9ATER, 4 Inrp t(Hil CCA:IL!I ALC,. M(llt. • SICParC II1 EXCAVATION IAS10 On SOIL 1U1. (AST 115. 1111' 1' INTO en. 111 S0P15.10 SOIL 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE ARCA BOROUGH 0 DESCRIBED SYSTEM 1S IN ACCORDANCE WITH SAID COOL. DATE -/s-- 7 3 APPLICANT'S SIGNATURE SINN ■IAIN 45114• Cr ee 1' Pe 143. M 1/1' I r loot except 10' preceNI.S /.al J MN. should Pot .awed IS. I' per 100 M flit ten.IM. , 4 11[11 IAS1 11011 SIPHON PIPE S((PACt PIT • cele DAM MIME E t 20' HIlIMUM 1 LVPERT IO? INF NANCE N0. 2048 AND THAT TI(C ABOVE 11. • rTh ()hi/ .n MLA UUi Ouuii DEPARTMENT OF ENVIROPNMENT:AL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 CASE 11 RECEIVED I.1AY 2 5 1973 p Performed For H. R. Redman(Roger PainrprPate Performed Ma 21, 1973 Legal Description: Lot21 Block Subdivision BirdCreel�)tti rkt4t,t9mr," This Form Reports Soils Log xx Percolation Test U.S. Survey #3201 Depth Feet Soil Characteristics 1 — 2 — 3 — 4 — Sandy Gravelly Silt (tight) slightly clayey GM -ML 7 — 9 — 10 -- 12 — Sandy gravelly silt slightly lower silt or increased sand content 4" sandy seam with flowing water (tight) GM -ML Was Ground Water Encountered? No If Yes, At What Depth? • • ' I • LtJ ±iL 1) � OA N i _ L... J 1. Reading Date Gross Time Net Time Depth Y Net Drop 1- - r i -- -- — _LIIJ I 1j_J --i— N i _ L... J 1. Reading Date Gross Time Net Time Depth to H2O Net Drop r i I II ne....a1 ft.:..., n_.- Proposed Installation: Seepage Pit Depth Of Inlet Dep COMMENTS: The pert requirements are borderline - Due to the tightness of the formation it may be rated xx Drain Field th To Bottom Of Pit Or Trench 250 sq. ft. per bedroom for this property. possibly higher. iest Performed By W. F. Atwood Data Certified By: ALASKA MINERAL & MATERIALS LAB, INC. Date: May 22, 19/3 • • g/ /e/9 v /4447,f (2SS ,'Sao/ L a/ ��� (pica-_ 7,17e71 Gke` o '-7 Gfr,-Mt c7 --/z 6,0- - MG - Meyer ( 416 p-cutcq - 09 Co -m-1 " 6-1-a -g�- Time ' E. Time i Date Date Date Inspector Inspector Inspector Comments id 1� Conditional Approval 046"444 ..--- •'14fr ..01.4 w ttdd . 140. pdace..ei-w .O wits, ,L / etteS cosh. o iv ,a 4s/9i Date Sewer Installed Permit No Septic Tank Size Holding Tank Size Soils Rating - Well To Absorption Area Well to Tank Well Log Received APPLICANT FILLS OUT LOWER HALF ONLY Property Owner R. A. Painter ';- 1111 Mailing Address (Taan7iip2I01Q,-Rangea ,,`, Section 995Lot 21; USS 3201) - Phone '6 Buyer Richard W. Kotch Address 2914 Willow, Anchorage, Alaska 99503 Lending Institution (Alaska USA Federal Credit Union) Closing at Lawyers Title Address 801 Fireweed Phone 277-8525 Reany. Agent Gallery of Hares/Hackie Hinricks- 603 W. Tudor Rd, 9960.3 ' Address C-21 Metropolitan/Wendy - 523 W. 8th, 99501 276e2766 274-1631 Legal Description Township IDON, Range 1W, Section 9, Lot 21; USS 3201 Street Location Type of Residence ❑ Single Family 0 Multiple Family No. of Bedrooms 0 Other a. Water Supply *Individual ATTACH WELL LOG. A well log is required for all wells drilledsinceJune Community 1975. For wells drilled prior to that date, give well depth (attach log if D Public Utility available.) Sewage Disposal 0 Individual Year Individual ❑ Public Utility When Connected ❑ Holding Tank Installed to Public Utility: NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. l ALASKA Cf1UIR0f1 TCf1TAL C0f1TR0L SCRUICCS, Inc. Engineering & Environmental Studies 5/28/82 (1014)414 40-11!CS JACKIE 411ENDRICKS 1709 BRAGAW ST #A ANCHORAGE AK 99504 SELLER — RAYMOND PAINTER BUYER—RICHARD KOTSCH SUBDIVISION—TION R1W SECT 9 BLOCK—USS 3201 LOT -21 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS, A UNKNOWN WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 700 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE'FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 5/28/82 r SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 750 IS•ADEQUATE FOR THIS 3 toilworn 'HOUSE. 174.4- °0 (C)\X Al C/J a r rL^� �>• °eo'�j X51. 9 It se I (,f: 't% • \@( el Leroy ). Held, Jr. No. 2251.E trtp � .40FEuSlL' 1220 West 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 ALASKA OflUIROf1MCf1TAL COf1TROL sOnuices, Inc. engineering & Enuironmental Studies June 4, 1982 Municipality of Anchorage DHEP Pouch 6-250 Anchorage, Alaska 99501 RE: Health Authority On June 1, 1982 I collected a water sample from the house located on T1ON R1W,Sect 9 Lot 21 USS 3201. The property owner is Raymond Painter. The water contained no coliform bacteria. The report is enclosed. The well was located over 150 ft. from the septic tank. The electrical wires are not encased in conduit and the well seal is not adequate. The well casing stands are 1 foot above the ground. There may be a broken water line from the well to the trailer as water surfaced after the pump was running for a while. All cleanout pipes had caps. As soon as the well deficiencies are corrected the system should be approved as meeting Municipal Sanitation requirements. ©F ...4(��11. v7�� .•.'...... 8 vs?g W i W p� tz,E 1220 let 25th Avenue • Anchorage, Alaska 99503 0 (907) 276-1361 1 ..