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Home My WebLink AboutBAUMER LT 2 TR 10 REMBeumer Tr 10 m Lot 2 #050-611 - 17 Mar~ gegich (907} Pump Installation Log Date of Issue: parcel Identification .Number:__ Le?l Desczipdon ~ump Insta~adon Data: / , ~ , p~p ~mka ~epth BelowTop of Well Cas~g: ~/~, feet feet pittes.q ~dapter ~Iann£actmrer:s Hame: pittess :i_daprer installer: ':;,/ell Dbinfected Upoa Com?bd,oa'?"~:kYes [_._~ bi',) ~/iethod o f LDisin:"ectio a: ~2 ~q- L~~,'-- C 0 rrlfrle Fl F.S: Pump I2stzller br~me: A~en~ion: The pinup/nstaLIer shah provide a pm-rip hns~_[tmrion log to the DSD withim 30 dsys of pump Municipality of Anchorage ...."" '%. Development Services Department Building Safety Division On-Site Water end Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchcxage, AK 99519-6650 Page 1 of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW090107 PID Number: 050-611-17 WES MENZER Wastewater System: [] New [] Upgrade PO BOX 770564. EAGLE RIVER. AK ABSORPTION FIELD LEGAL DESCRIPTION ~ 1.2 ~,,~e 4.4 TR 10 2 BAUMER 2.9 2.0 Well: [] New [] Upgrade ~'--'~' 5.0 EXISTING PRIVATE ,. n 307 Fe 3034 PVC n FLINTSTONE CONST. 9~30~2009 ~ .~ ~ TANK SEPARATION DISTANCES E~ septic [] Holding [] S.T.E.P. n Other: Tank Field Station Tank Se~er Une ANCHORAGE TANK 1000 ~,~ w,~ 107' 183' 200+ STEEL 2 s~,.~w,,, 100+ 100+ '~ / LIFT STATION ~-,.~.~ 24.7' 95' '~"~ ~'"~" '~"""'" ABSORBTION FILED INCLUDES 1 FOOT STEP DOWN TO BENCH MARK COMPENSATE FOR SLOPE. FILL ADDED TO LOWER END TO GARAGE FINISH FLOOR BRING NEW GROUND LEVEL UP TO MATCH TOP. EXISTING CRIB 100.0 SALVAGED DY INSTALLED. Engineer's Stamp ,nspe ,o.$pe.ormed :PA..O.EE.G. SVC, C Dates: ," ,23,2009 2"~ 913012009 Development Services Department Approval Conditional Approval Date: [....., ......... ~_%Steven R. Po,~none.,,~,. Reviewed and approved by. /,~. to' .~-/C~'-/ 0 SPECIAL PROVISIONS TO SPECIFICATIONS ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2, SCOPE OF WORK: `3-BEDROOM HOUSE, NEW DRAIN FIELD. NEW SEPTIC TANK INSTALLED. ABANDONED EXlST'G TANK PER CODE. INSTALLED BIVERTER VALVE, CONNECTED TO EXIST'G CRIB. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST ~OLE INFORMATION ABOVE 9 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9.9 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. I' SECTION .....t~'.'. :~'" .-.. .... PROFILE "'"~/ / // DESIGN PARAMETERS ABBREVIATIONS LEGEND TH TEST HOLE v u ....... WATER LINE/ NO. BEDROOM: ,3 FC FOUNDATION CLEAN-OUT WELL RADIUS TANK SIZE: 1,000 goilon T# TANK CLEAN-OUT NO. --ss ss- EXIST'G SEPTIC PERC. RATE: 4.6 MPI SOIL RATING: 1.2 gpd/SF CO CLEAN-OUT ~m ~ ~ NEW SEPTIC MT MONITOR TUBE -~o o-- CHAINLINK FENCE APPLICATION RATE: 125 SF/BR DCO DOUBLE CLEAN-OUT ',- INDEX CONTOUR AREA RQD: `37,5 SF SYS. TYPE: 5' WIDE TRENCH, 1.5'ED_DV `3-WAY DIVERTER VALVE -- - INTERMEDIATE CONTOUR FOUNDATION CLEAN-OUT RF -- 0.78, MIN LENGTH: 58.5 LF ~CO (4' INTERVALS) USE: R.I. RIGID INSULATION 5gLFxS'Wxl.$'ED, 4.4' TD SAS SOIL ABSORBTION SYSTEM TOTAL AREA: `378 SF P.O. BOX 102g$4 ANCHORAGE, AK g9510 PHONE (g07) 272-8218 tAX (g07) 272-8211 ~."~" ~ ".~_,~I~ Sco~e RECORD DRAWING ~ ~.. ~ -; ~, SCALE REVISED PER COMMENTS BAUMER S/D, TR 10, LOT 2 ~"-~'"~ P.Lo. WES MENZER 24040 O'RIEDNER RD ~i~.,'. u -t~'~ ~.j ~... ,, ~.~.~ ~,, PERMIT EAGLE RIVER, AK 99577 i '. ...... '~ P~N (907) 694-3015 . .,,~,-~ 'EXIST'(; SEPTIC AREA EXIST'G WELL 0% DISPOSAL 59LFx5~'~'~D,4.4'TD ------10% WELL '~, SWING TIES '~', \ T&E Esmt ..,N '-E~ 1OOO9 SEPTIC AREA .~ TANK. INSTALLED )'RIEDNER I~OAD 24.7 HOUSE INSTALLED AT CRIB EXIST'G REUSED EXIST'G TANK ABANDONED PER CODE WELL CONNECTED TO EXIST'(3 LINE. INSTALLED FCO RECORD DRA~NG P,O, BOX 102954 ANCHORAGE. AK 995,0 PHONE (907) 272-8218 FAX (907) 272-8211 ~'49~ ~ '~*{ 1:5o BAUMER S/D, TR 10, LOT 2 ~~~ .......... .... i~50-611-1P'I'D' NO w[s NZ[R 24040 O'RIEDNER RD EAGLE RIVER, AK 99577 ji.~' .~ PERMIT P~N (907) 694-~015 't ..... · Sheet TEST HOLE PE$ I SLOPE \ \ SI~,E PLAN ] r. ] -1 I ~'~' I m I 2-- GP Sondy Or~vet V/ 7~ 10 -- GP Sond G~ovet DOH I VAS GRDUND VATER SLOPE 14 --' ENCOUNTERED? ...... 15_ IF YES. RT ~HAT TEST HOLE DEPTH7 DEPTH TO ~ATER AFTER 17 ~ HDNITDR[H~? ___ 18 ~ DATE' ...... READING I PERCOLATION RATE L9 (m~n/inch) PERC HDLE D[AHETER 6 Inche~ TEST RUN 9ET~E[N 1 FT AN~ ~ FT DATE PEEFDEHED, 9/30/09 COMMENTS: ~est hole excavated b~ PES. Test ~ole was presoaked before pcrc test. ~cst r~ Eot ~ hour last three rcadi~ rc~cd. PERFORMED BY: Stcve~ R. Pan~one, P.~. I CERTI~ ~HAT THIS Tg~ WAS PBRFORMSD ]N ACCORDANCE WITH AE~ STATE AND MUNICIPAE OUID[INES IN E~FB~ ON THE DATE O~ THIS NOTES: g~o~ ~ ~C, l]~ ~ 9/30/09 RECORD DRA~NG P.0. BOX 102954 ANCHORAOE, A~ 99510 ~ .. ....... ..~ ~ PHONE (907) 272-8218 FAX (907) 272-8211.-.' -~*'~'~ '...al NTS WES MENZER · ............... I 50-61 24040 O'RIEDNER RD'~rw ~..... CE 8149,.'~ ~ERUmS~ERUmT NO, P~N (907) 694-3015~~ 3 o? 6 8:40 --- 6 5" ___ 8:50 10 1 ~# 5 3" 8:50 --- 6 5" ___ 9:00 10 1 ~" 5 ~' 9:00 --- 6 5" --- 9:10 10 1 ~" 5 ~" MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & 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: Jul 09, 2009 Expiration Date: Jul 09, 2010 Permit Number: SW090107 Legal Description: BAUMER LT 2 TR 10 REM Design Engineer: 0062 PANNONE ENGINEERING SERVR Owner Name: WES MENZER Owner Address: PO BOX 770564 EAGLE RIVER, AK 99577-0564 Parcel ID: 050-611-17 Site Address: 024040 O'RIEDNER RD Lot Size: 46174 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 This permit is for the construction of: [] Disposal Field [] Septic Tank [] 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, sealed, and heated to prevent freezing. Received By: Issued B~. Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907)343-7904 · Fax (907)343-7997 http:l/www,munLor.qlOnsite Development Services Department On-Site Water and Wastewater Proqrarn **** VARIANCE/WAIVER REVIEW **** WPft: 090036 - AMENDED HAft: PIDtt: 050-611-17 Legal Description: Baumer Tract 10, Lot 2 Engineer: Pannone Enqineerinq Services Permit: $W0900107 Applicant: Wes Menzer Your request for a waiver of the required 50 feet horizontal separation from thc absorption field to the slope greater than 25% has been approved. Thc approved separation distance is 30 feet. In addition, the requirement for the field to be parallel to the contours is waived. See thc submitted design plans. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastcwater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Amended 9/9/09 Name of Re~'ie~er Recft: 121684 Amount: $200.00 DatePaid: 6/22109 **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/¥VELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-611-17 Property owner(s) Wes Menzer Mailing addressP.O. Box 7'/0564, Eaqle River Site address 24020 O'Riedner Road Legal description (Sub'd., Block & Lot) Baumer S/D Tract t0, Lot 2 Legal description (Township, Range & Section) Lot Size 46,t74 Sq. Ft. Number of Bedrooms 2 Day phone 694-3015 Zip Code 99577 Zip Code 99577 THIS APPLICATION IS FOR (~;~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] 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. Pannone Engineering Services, LLC (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Wockenfuss, Deborah M. From: Sent: To: Subject: Wockenfuss, Deborah M. Wednesday, September 09, 2009 3:10 PM 'Steve Pannone' Baumer, Trl0 L2 Change Order Steve, The proposed change to update the 2 bedroom permit to a 3 bedroom permit has been approved. A provision of the approval is that a perc test is done in the upper GP stratum before construction. 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. Please correct either page 4 of 5 or page 4 of 5 (?), the distance from top of trench to OG do not match. There were other items that we discussed that will be submitted with the record drawing. A change order fee of $130 will be charged. Deb Wockenfuss Onsite Water/Wastewater Department Municipality of Anchorage 343-7906 Pannone En§ineerin§ Services LLC Steven R. Pannone, P.E., Principal Licensed & Re§istered in Alaska and Florida E-malE steve(~oanengak.com September 2, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 £1more Road P. O. Box :196650 Anchorage, Alaska 995:19 Re: Baumer S/D, Tract 10 Lot 2 Septic System Revision Request Ladies and Gentlemen: I am writing to request a revision to Permit number SW09017 and Waiver W090036. The original permit was for a two bedroom system. I was informed that the house is a three bedroom house. I researched the record and found the original septic system was indeed installed for a three bedroom house. I am requesting your approval to extend the existing field eleven feet to meet the absorption area for a three bedroom house. I am also requesting a change in Waiver 090036. The field ended up being 30 feet from the steep slope. The revise section A-A shows the effluent will not day-light out of the toe of the slope. I also request written approval be granted to install the system with a step in it. it was approved in the field by your representative. The eleven foot extension of the field will not encroach into the five foot separation to ground water. See the attached section B-B. Soils. A single test hole was excavated in June of 2009. Ground water was encountered in the excavation in the forms of seeps at 10 feet and stabilized at a depth of 9.9 feet after the monitoring period. Bedrock was not encountered in the test hole. Based on the percolation test results and the overall soils appearance, the soils are suited for the use of a conventional wastewater septic system with an application rate of 1.2 gpdpsf. Proposed System a. Percolation Rate: 4.6 Min Per Inch b. Application Rate: 1.2gpd/sf c. Design Flow: 450gallons per day d. Min. Absorption Area: 375 sf e. Total Depth: 4.4 feet f. Effective Depth: 1.5feet g. Reduction Factor: 0.78 Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 h. Width: 5 feet i. Minimum Length: 58.5 feet j. Design Length: 59 feet k. Effective Absorption Area: 378 sf I. SepticTankSize: 1,000gallon Surface Water: there is no surface water within 100 feet of the proposed upgrade. 4. Topography: The average topography in the area of the proposed septic system is approximately 2 percent based on contour information. There is a two horizontal to one vertical (2H:iV) slope 30 feet from the west end of the field. The attached cross section (Section A-A) shows that the effluent will lot day-light along this slope. I request a WAIVER be granted allowing this installation to be installed to within 30 feet of a 2H:IV slope. I also request a variance to the requirement to construct the field parallel to the contours. The drain-field was approved in the field to have a 1.5 foot step to prevent the field from day-lighting out of the ground. The proposed extension of 11 feet will not encroach on the separation distance to ground water. See attached section B-B. 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 the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Attachments: Sincerely, Steven R. Pannone, P. E. Principal 9/2/09 Mailing: P.O. Box ~.02954, Anchorage, AK 995~.0-2954 Physical: ~.130! Olive Lane, Anchorage, Al( 99515 : / % ~[XIST SEPTIC ~ / X I r3 · AREA %~ % ~ ' "~ / ' ea, 4a.4 , WE~ ~ ~ ~~ E~mt~ ~[~ - '~ ~ ~~~ ~N[W ~000~ / ~ ~ ~ ~SEPTIC k/ -~~.6 / ~ ~ /TANK. INSTALLED N~W UIS~USAL kI~LU~ ~ ~ & ~ ~ /O'R EDNER ~OAD 59LFxSW 5'ED,4.4'TD '"~ ~ / // ~ ~ /~ /~ /~E~ / / LINE. IN~ALLED FCO NOTES: P~O~ ~G ~C, l,lC P.O. ~0X 10~54 ANCHORAGE, AK ~9510 PHONE (~07) 272-8218 FAX (~07) 272-8~1~ BAU~ER S/D, TR 10. EOT 2 ~.I.D. NO WES ~[NZER ~~~% ~ ..... '5°-~-~' NO. EAGLE RIVER, AK 99577 'Jl~,~' · ...... ":~ Sheet P~N (907) 694-3015 _~x~ 2 or 5 NO. PERMIT Sheet 40F5 98 /i ~5.2 94 .//~': PEI ~F. 9.~ .~ ,' P~ :E7 I 3.5. .... - /: ~, ~., .~,, DRAINFIE 90 EXISTING ~ ~ ' ~ u ~ ~ u DRAINF~ELD ~' ' ~ ~'~' ':~ · ~ ........ ~ 89.7 II ~ 24.0 II ~ 59.0 . 5'5'I GROUI~ 10+00 10+~0 10+40 10+~0 10+80 11+~0 II' .oTis: P~O~ ~G ~C. ~ ~. ~/,/o~ P,O. BOX 102954 ANCHORAGE, AK 995t0 ~ .... ';~ mSSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 '~ NTS .,u.~, ~/~. 24040 O'RIEDNER RD ~E~T NO. EAGLE RIVER, AK 99577 ~. PERMIT SECTION SPECIAL PROVISIONS TO SPECIFICATIONS 1, ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORA(;E STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS, 2. SCOPE OF WORK: 2-BEDROOM HOUSE, NEW DRAIN FIELD. NEW SEPTIC TANK INSTALLED. ABANDONED EXIST'G TANK PER CODE. INSTALLED DIVERTER VALVE, CONNECTED TO EXIST'(; CRIB. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 9 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9.9 FEET SELOW EXISTING CRADE, NOTIFY THE ENGINEER IMMEDIATELY. SECTION DESIGN PARAMETERS ABBREVIATIONS LEGEND TH TEST HOLE v--~ WATER LINE/ NO. BEDROOM: ;3 FC FOUNDATION CLEAN-OUT WELL RADIUS TANK SI7E: 1,000 gollon T# TANK CLEAN-OUT NO. --ss $$- EXIST'G SEPTIC PERC. RATE: 4.6 MPI SOIL RATING: 1.2 gpd/SF CO CLEAN-OUT ~ ~ ~ NEW SEPTIC MT MONITOR TUBE -~o c~-- CHAINLINK FENCE APPLICATION RATE: 125 SF/BR AREA ROD: .375 SF DCO DOUBLE CLEAN-OUT ?7. INDEX CONTOUR SYS. TYPE: 5' WIDE TRENCH, 1.5'ED _D_V_ 3-WAY DIVERTER VALVE ........ INTERMEDIATE CONTOUR FOUNDATION CLEAN-OUT RF -- 0.78. MIN LENGTH: 58.5 LF ~U (4' INTERVALS) USE: R.I. RIGID INSULATION 59LFxS'Wx1.5'ED. 4.4' TD SAS SOIL ABSORBTION SYSTEM TOTAL AREA: 378 SF .OTES: PANNONE ENG SVC, LLC I- PHONE (907) 272-8218 FAX (907) 272-8211 .49~_~i__~..,..~.~ ScO,eSC^LE WES MENZER~even ~. ~onno~e,,nnone;~ Pannone En§ineerin§ Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered In Alaska and Florida E-mail: ~teve~)oanen£ak.com July 2, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box :196650 Anchorage, Alaska 995:19 Re: Baumer S/D, Tract :10 Lot 2 Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request an upgrade septic permit be issued for the above referenced lot. The proposed system will serve an existing two-bedroom house; the lot is currently developed. The lot is served by a private water supply system located on the eastern portion of the lot. The surrounding developed lots are served by private water systems; the private wells are located over :100 feet from the proposed soil absorption system. Soils. A single test hole was excavated in June of 2009. Ground water was encountered in the excavation in the forms of seeps at :10 feet and stabilized at a depth of 9.9 feet after the monitoring period. Bedrock was not encountered in the test hole. Based on the percolation test results and the overall soils appearance, the soils are suited for the use of a conventional wastewater septic system with an application rate of :1.2 gpdpsf. 2. Proposed System a. Percolation Rate: 4.6 Min Per Inch b. Application Rate: 1.2gpd/sf c. Design Flow: 300gallons per day d. Min. Absorption Area: 250 sf e. Total Depth: 4.4 feet f. Effective Depth: 1.5 feet g. Reduction Factor: 0.78 h. Width: 5 feet i. Minimum Length: 39 feet j. Design Length: 40 feet k. Effective Absorption Area: 256 sf I. SepticTankSize: 1,0OOgallon Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 995:15 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 3. Surface Water: there is no surface water within 100 feet of the proposed upgrade. 4. Topography: The average topography in the area of the proposed septic system is approximately 2 percent based on contour Information. There is a two horizontal to 1 vertical (2H:IV) slope 34.7 feet from the west end of the field. The attached cross section shows that the effluent will lot day-light along this slope. I request a WAIVER be granted allowing this installation to be installed to within 34 feet of a 2H:IV slope. S. 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 the surrounding or existing lots. There are no wells or septic systems within :100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-82~.8. Sincerely, CE 8149 i ~ Steven R. Pannone, P. E. Principal Attachments: Mailing: P.O. Box :102954, Anchorage, Al( 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 P.O. BOX 102954 ANCHORAGE, AK 99510 ~--~:-~... ..... '.~ ~ 7/02/09 WES ~ENZER 24040 O'RIEDNER RD '~,~... CE 8149 .-~ ~[mu~ ~o. EAGLE RIVER. AK 99577 P~N (907) 694-~015 , ~ ~~ Sheet IST'G JPTIC (EA IST'G L TH1 .__._----- 10 % YELL I 131.3~ T&E Esmt ..~ ./'-EXIST'G SEPTIC AREA UPGRADI .5~J~,4.4 lO00g SEPTIC TANK. INSTALL DCO & DV O'R/EI~AI~R ROAD ,/-2% EXIST'G 2% TO BE REMS EXI! T'O EAGLE RIVER ROAD NOTES: ISSUED FOR CONSTRUCTION PLAN PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAOE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 BAUMER S/D, TR 10, LOT 2 WES MENZER 24040 O'RIEDNER RD EAGLE RIVER, AK 99577 (907) 694-3015 TO EXIST'( INSTALL FCO WELL · · ~ PERUlT NO. rlj~ CE 8149 /~ PERMIT TEST HOLE PES ! SLOPE \ ~ SITE PLAN "~ I- OR Top Soil /~..\ ~ 2-- GP Sondy Orove~ ~ ~ ~ f O/~IE~E~ ~_ ~- X TEST 7~ 13 DOH ~AS GRDUND ~ATER SLOPE 14 ENCOUNTERED7 Y~ ~5~ ~ IF Y~R. AT VHAT ~E~T H~L[ DEPTH? Seeos o~ ~0' _ OTV -9.5 on 6/26/0~ D~r ~ PERCDLATIDN RATE 4.& <mln/inc~) PERC H~L[ ~]AHET~R ~ I~c~es T[ST ~UN B~TVE~N 4 FT AND 5 FT ~OMMB~: Test hole excavated b~ Flintstone. Test Hole w~s presoaked ~fore pcrc test. Test ran for 1 hour last three reading repo~. P~RFORM~D BY: Bteven R. Pannone~ P.~. ~ ~RTI~ THAT TH~8 T~ WA~ PgR~ORM~D IN AC~ORDAN~ WITH ALL ~TAT~ AND MUNICIPAL ~UIDLIN~ IN ~F~ ON TH~ DAT~ Or THIS T~. 'SSUED FOR CONSTRUCTmON PHONE (907) 272-8218 FAX (907) 272-8211 Scome BAUMER S/D. TR 10, LOT 2 ~ .......... ,,'~.m.D. NO WES MENZER ~ ~~~1 50-611-1' 24040 O'RIEDNER RD ?fj~~ _/~ >ERMIT NO. EAGLE RIVER, AK 99577 ~t.~' ...~ ~ERUmT P~N (907) 694-3015 ~l~,~/~~ ;heet 2 , ~ ~57. SLDP[ SE& SECTION II"IFILTI~AT IOS Pi INVLgO.3 9~ I TN~' (A~IIMFTI~ ~- / BDT, FIEL,D=88.1 WA' 'ER - i // / I SECTION AI-A ' P.O. BOX 102954 ANCHORAGE, AK 99510 ~"" ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ; ...... ~ 150-611-1~ MENZER 24040 O'RIEDNER RD EAGLE RIVER, AK 99577 t~;~. .~-~ P~N (907) 694-3015 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SRECIFIED IN THE MOST CURRENT EDITION OF THE MUNIGIPALll¥ 0F ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATER:ALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. SCOPE OF WORK: 2-BEDROOM HOUSE, NEW DRAIN FIELD. NEW SEPTIC TANK INSTALLED. ABANDON EXIST'G TANK ruER CODE. INSTALL DIVERTER VALVE, CONNECT TO EXIST'(; CRIB. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 9 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9.9 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. SECTION ! ;i .?' ,.~ ,..'~ ..... "~i' PROFILE DESIGN PARAMETERS ABBREVIATIONS LEGEND TH TEST HOLE v vi WATER LINE/ NO. BEDROOM: 2 FC FOUNDATION CLEAN-OUT WELL RADIUS TANK SIZE: 1,000 9ol[on T# TANK CLEAN-OUT NO. --ss ss- EXIST'(; SEPTIC PERC. RATE: 4.6 MPI SOIL RATING: 1.2 9pd/SF CO CLEAN-OUT ~ I~ ~ NEW SEPTIC MT MONITOR TUBE ----o o-- CHAINLINK FENCE APPLICATION RATE: 125 SF/BR AREA RQD: 250 SF DCO DOUBLE CLEAN-OUT ';', INDEX CONTOUR , DV 3-WAY DIVERTER VALVE .......... INTERMEDIATE CONTOUR SYS. TYPE: 5' WIDE TRENCH, 1.5 ED FCO RF = 0.78, MIN LENGTH: .39 LF FOUNDATION CLEAN-OUT (4' INTERVALS) USE: R.I. RIGID INSULATION 40LFxS'Wxl.5'ED, 4.4' TD SAS SOIL ABSORBTION SYSTEM TOTAL AREA: 256 SF NOTES: PAIN'NO ENG SVC, LLC P.O..ox ..__ ,ssuEo FOR CONSmUC~ON PHONE (907) 272-8218 FAX (907) 27:2-8211 scare WES ~EIqZ£R ........... ' P~N (907) 694-3015 , ~~"" ...... ' Sheet GRE, :.R ANCHORAGE AREA BOF Department of Environmental Quality 3330 C Street Anchorage, Alaska ggS03 'IGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LEGAL DESCRIPTION PHONE SEPTIC TANK: DISTANCE ~ NUMBER OF FROM WELL MANUFACTURER ~:-~r~ MATERIAL ST¢¢1~ COMPARTMENTS ~ INSIDE LENGTH INSIDE WIDTH, LIQUID DEPTH LIQUID CAPACITY /00~ GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER ~/~! /(~' /~i OR WIDTH , LENGTH~ DEPTH LINING MATERIAL ~OL/( CRIB SIZE: DIAMETER DEPTH ~ DISTANCE FROM: WELL BUILDING FOUNDATION ~-I TOTAL EFFECTIVE , NEAREST LOT LINE ~'z't ABSORPTION AREA (WALL AREA) ~)' SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ~')~ t'; I(~ CONSTRUCTION ~/~llUSr~ DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC ~ SEEPAGE FOUNDATIONm ,LOT LINE , SEWER LINE TANK / ZO SYSTEM / ~"~ CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. EQ-031 DATE · ,~'/~/, DIAGRAM OF SYSTEM It,/a.. "'~'~. f AppRovED L./~/(%,~ ' r~/G~A.A.B. GReaTER ANCHORAGE aRea BOROUgh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456I SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT .AME OF AFFL.CANT v ff,,d-- PERMIT NO. LEGAL DESCR,PT,ON lC::~ ~.~.,~' '/' ~'~ INSTALLATION OF: SEPTIC TANK ~'"~' SEEPAGE PIT ~ DRAIN FIELD / OTHER SOIL TEST RESULTS NOT..~.~..~L_'I'I-IIE' II, Eli. MI'/' I~ NOT VALID WITH~ COMPLETION DATE ANTICIPATED 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 /~D~ TYPE ~~/L~ SEEPAGE AREA SIZE TYPE , DRAIN FIELD , SEEPAGE PITC~/~ / , DRAIN FIELD SEEPAGE PIT /~d ALSO CONSIDER AREA WELLS. . SEEPAGE PIT , DRAIN FIELD MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE PIT ~70 SEPTIC TANK TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, /~/ ,SEEPAGE PIT TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING~ EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SE~PTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH J~. EGULATIONS REGARDING INSTALLATION. ," -01 -~--~ / G ,A,A,B. . OR '" LICENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT i AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO. EQ-016