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HomeMy WebLinkAboutDEER PARK #1 BLK 2 LT 4Deer' Pork Block 2 Lot 4 #051-042-63 Mnnid?alit? of/~chorage Development Services Department gui!ding Sa-FeW Division On-Site Water and Wastewa~er Program, 4700 Bragaw St. P.O, Box 196650 Anchorage, AK 99519-6650 Page wx~w.ci,anchorage.ak.us (907~ 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEt~] AND/OR 'W ~=L_ ~NSPECT]ON ~EP©RT O.~'P Permit Number: -43Y¢101!75 P!D Number: 051-042-63 Wastewater System: [] New [] Upgrade ABSORPTION F~ELD of Name: DAVID FLEURANT Address: POB 670506, CHUGIAK, AK Phone: 99567 Number of Bedrooms: LEGAL DESCRIPTION mi Deep Trench [] Shai!owTrench [] Bed [] Mound FI Other: Soil Rating: Total Depth from original grade: 5.0 GPD/Fta Ft, Block: Lot: Subdivision: Depth to pipe botiom from odginal grade: Gravel depth beneath pipe: 2 4 DEER PARK #1 3,5 Ft. 0,5 Ft. Township: Range: Section: Fill added above original grade: Grave] Length: O Ft. 30 Ft. Well: E~ New ~-~ Upgrade o .... iwidth: Number of lines: Dist .... be~eeniines: ' Classification (Private, A, B, C): i Total Depth: i Cased to: CLASS C ii Ft. I Driller: ~ Dale Drilled: Static Wa'~er Leveh ~ Tots! absorption area: ! 50 FL!NTSTONE/JRS From'~ Tank Field Station Tank Well 155 156 159 Su~aoeWeter 100+ 100+ 100+ Ft. Pipe Materiah 3034 PVC Date Mstatled: 9/24/20 t Ft. Yield: GPM Pump Set at: i Casing Heigh'L Above Ground: !' ~ TAN K Ft, [ Ft. SEPARATION DISTANCES :i ,~, Septic F,i F:oiding [-l S.T.E.P. [] Other: Public/Private Sewer Line Septic Absorption Lift i Holding LotLine 38 45 38 ~ Foundation 47 11.1 47 CudainDrain 50+ 50+ 50+ ' Remarks: EXISTING FIELD REUSED. EXISTING TANK ABANDONED PER Manufacturer: i Capacity: BiO 0¥%`` = ~ 1500 Ga~. CODE. Material: I Number of Compartments: "Pump on" ~evel aW: "Pump off' leve~ at: ~ High water al .... t: ~ Locetion end Descr~p'iion: Inspections performed by: PANNONE ENG~ SVC~ LLC,_,=~=~.~'~.' ~`~'', 9/23t20t0 2nd ~,,"? ~ ~,~4/201 u Development Services Depar~n~,er~,';~ Approv'a~ Conditional Approvai Date: in. 'BENCH IVlARK Assumed E!evation: 100,0 Ft. Engineer's Stamp Reviewed and approved (Rex,, 04/06) Date: / / FC 11,2 , 52,8 ~ <' EXISTING T1 48,4 39,4 WELL (DRY) ~ NE 71,7 15,7 ~do. EXISTING SEPTIC ARE ~ 11.1 NEW DRAIN F~ELD ~ ~ ~~ / EXISTING DRAIN FIELD X / XXX /~5~ TO BE REUSED AS 4DR ~ ~I~~TH2 J ~ ~ ~c~/~ EXISTING 10000 SEPTIC TANK // ~/%~/ HOUSE DECOMMISSION PER CODE ~ ~ ~l, EXISTING 4"¢ CO EXISTING EXISTING SEPTIC A~A ~ ~-BEDROOM ~ HOUSE NOTES: P~O~ ~G ~C, L~ ~ ~F Al ~ Date RECORD DRAWING P.O. BOX ~00217 ANCHORAGE, AK 99510 ~.. ~.-:~ ~HO,E (~0~) 27~-a2~S r,x (907) ~72-~ ~..'~ '.. ~":~o'  ~ P.I.D. NO DEERDAviDPARKAND~I,LiNDABLOCKBEECH ER2' LOT 4 -- anno~e ~ -051-042-63 '¢~%'"~ PERMIT NO. '¢~.. .' ~ 0SP101175 PLAN ANCHORAGE, AK 99567 ~c'~oE%~o~ Sheet CB A 3 FC 11,2 52,8 T1 48,4 39,4 SC 53,6 37,5 M1 44,6 27,8 M2 71,7 15,7 SPECIAL PROVISIONS TO SPECIFICATIONS 1. 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. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 5. SCOPE OF WORK: 4ER HOUSE UPGRADE SEPTIC SYSTEM, ABANDON EXISTING 10009 SEPTIC TANK, INSTALL 15009 BIOCYCLE SYSTEM, INSTALL 50LF X 5' WIDE X 0.5'ED, X 2.0' FILTER SAND, X 6'TD. USE EXISTING DRAIN FIELD AS RESERVE. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12.0 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. /--6" TOPSOIL AND VEGITATION / /-FILTER FABRIC TH-1 98.5 / / /'--DRAIN ROCK 6" ABOVE PIPE INV -2.5 oP SAND/GRAVEL 3.0 BROWN GRAVEL 94]3 I F"~.~"-W/ 1/4"¢ HOLES ON 1.5' CENTERS GMGRAySILT~ w/SAND/GRAVELMINIMAL SILT ~'-~5.0----~ ~DRAIN ROCK BELOW PIPE INV '~FILTER SAND BOH NO GROUNDWATER MONITORED SECTION o',:~ /~6" TOPSOIL AND VEGITATION ~, .... / //--DRA, N ROCK ~" ABOVE P,PE ,NV ~-0 n°~ ~0o / // /---1 1/4" PERFORATED LINE ~"~ ~ / /// W/ 1/4"~ HOLES ON 1.5' CENTERS / /// DRAIN ROCK BELOW PIPE INV PROFILE "--F, LTER SAND DESIGN PARAMETERS ABBREVIATIONS LEGEND SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) CU COPPER --v--v- WATER LINE/ TANK SIZE: 1500 9(ilion Biocycle DIP DUCTILE IRON PIPE WELL RADIUS PERC. RATE: (1 MPI TH TEST HOLE SOIL RATING: 4.0 gpd/SF FC FOUNDATION CLEAN OUT __= =-- EXIST'G SEPTIC AREA RQD: 150 SF T# TANK CLEAN OUT NO. SYS. TYPE: WIDE TRENCH C# CLEAN OUT NO. NEW SEPTIC USE: M# MONITOR TUBE NO. " " (FORCE MAIN) 50LFx 5' WIDE, 0.5'ED, R.I. RIGID INSULATION 2.0' FILTER SAND, 6' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 150 SF DV DIVERTER VALVE FS FLOW SPLITTER RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ~-~.~.:.' PHONE (907)272-8218 FAX (907) 272-8211~'~x")~'~f~°'~'"49~'~'"~ T~ NTS NO DAVID AND LINDA BEECHER ~,~-. CE 8149 .-)::~-~" PERMIT NO. NOTES ANCHORAGE, AK 99567 ~l~?~O~O~SS~O~ Sheet .&/ T~ ACCESS LID 'xx ~-"~-~ EXPOSE TOP 6" 60 L~MIN ~ ~ ' ABOVE GRADE ,~, U? ~OUT OF CLAR~'~ ~ ' , . m ' SL OPE - ~ ~ ~ ~ ]~ SEPARA /]/ON I TANK DI~M~- T,£/~ BIOCYCLE X.?EA 7?¢'ENT LEG'END Pt?I!~/ARY AERA 770N SECO?4DA~?Y AE~?A T/ON CLAR/F/CA ~ON DISCHARGE NOTES: .RECORD DRAWING BIOCYCLE DETAIL PANNONE ENG SVC, LLC P.O. BOX 100217 AixlCHORAGE, Al< 99510 PHONE (907) 272-8218 FAX (907) 272-82!1 DEER PARK #1, BLOCK 2, LOT ,a- DAVID AND LINDA BEECHER PCB 670506 ANCHORAGE, AK 99557 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit OSP101175 05104263OOO Septic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 EImore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Upgrade Permit Effective Dates: September 13, 2010 to September 13, 2011 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: DEER PARK #1 SiteLegalAddress: DEER PARK #1BLK 2LT 4 G:1558 Owner/Address: BEECHER LINDA RUTH & FLEURANT DAVID CHARLES PO BOX 670506 CHUGIAK AK 995670506 Site Mailing Address: 22706 OAK KNOLL DR, Chugiak Lot Size in Sq Ft: 40022 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. 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 Received By: '/~J~"¢ /'( Y')-r~.~..¢¢ Issued By: , ~ v -/ .... ~ Date: Date: 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/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-042-63 Property owner(s). David Fleruant and Linda Beecher Mailing address22706 Oak Knoll Drive Site address 22706 Oak Knoll Drive Day phone Zip Code 99567 Zip Code 99567 Legal description (Sub'd., Block & Lot) Deer Park No. 1, BIk 2, Lot 4 Legal description (Township, Range & Section) Lot Size 40,022 Sq. Ft. Number of Bedrooms 4 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: Pannone Engineering Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Florida E-maih steve@panentgak.com August25,2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Re: Deer Park #1, Lot 4, Block 2 Septic System Permit Request Ladies and Gentlemen: I am writing to request a septic permit be issued for the above referenced lot. The proposed system will serve an existing three-bedroom house; the current drain field is in failure and will be abandoned. The lot is served by a community well water supply system. The surrounding developed lots are served by the same community well water system; the community well is located over 150 feet from the proposed soil absorption system. 1. Soils. Two test holes were excavated in July of 2010. Ground water was not encountered. Bedrock was not encountered in the test holes. Based on the percolation test results and the overall soils appearance; an application rate of 4.0 gallons/day/square foot should be used using an advanced wastewater treatment system (CAT II Biocycle) that utilizes a pressure discharge into a wide trench with a sand filter. Proposed System See Design Drawings sheet 2 of 4 for design calculations. 3. Surface Water: There is no surface water within 100 feet of the proposed tank or the drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage courses. 4. Topography: The average topography in the area of the proposed septic system is approximately three percent based on contour information. Maiiin~}: PrO, Box Z002i. 7~ Anchorage, AK 995~0..02t.? Piwsica/: 61i. 5 East 82n~ Ave, Cuite B6, Anciaorage~ Al( 995015 Telephone: (9)07) 272~821t8 [:AX: (907} Page 2 of 2 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. Sincerely, -' ~ .- ~ '% y ~.....~. .............. ~.....; ~' . ....... ? ..~ 8/25/10 Steven R. Pannone, P.E. Principal Attachments: Mailing: [~,O, Box ~i.002~.7, Anchorag% AK 995J. 0.O2].7 ?hys{cak 6]5 ~.ast 82~''''~ Ave~ Cuite ,'.86,/~ncho~'age~ Al< 99503 Teleighone: (~07) 272~82~8 EAX: {907) 272~82q~.~ EXISTING SEPTIC ARE LOT 4 /3% ~ TO ~E REUSED AS 4~R ~ ~~TH2 ~ EXISTING IO00G SEPTIC TANK /// ~/~o/ HOUSE DECOMMISSION PER CODE f/ /~ BIOCYCLE SYSTEM / / EXISTING SEPTIC A~A ~5~ ~-BEDROOM ~ HOUSE FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~~ .... ¢~. 9/7/lO DEER PARK fi1, BLOCK 2, LOT 4 --?~ ~ ~n~.6~& ~o42-6s DAVID AND LINDA BEECHER ~ve~.% ~PERMIT NO. POB 670506 ~ ~. .~ osP1o117s PLAN ANCHORAGE, AK 99567 ~i~&~{~ Sheet SPECIAL PROVISIONS TO SPECIFICATIONS 1. 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. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 5. SCOPE OF WORK: 4ER HOUSE UPGRADE SEPTIC SYSTEM, ABANDON EXISTING l O00g SEPTIC TANK, INSTALL 1500g BIOCYCLE SYSTEM, INSTALL 30LF X 5' WIDE X 0.5'ED, X 2.0' FILTER SAND, X 6'TD. USE EXISTING DRAIN FIELD AS RESERVE. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12.0 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. /--6' TOPSOIL AND VEOITATION / /-FILTER FABRIC TH--1 / / /'-'DRAIN ROCK 6" ABOVE PIPE INV FILL BROWN GP SAND/GRAVEL 3.0 -2.5 -- GP/ BROWN GRAVEL 1 GW SAND WITH ROCKS ,2.0 iv ~0.5 --5.5- ! '~'~"':'~(~ ~ 1 1/4" PERFORATED LINE I ["~W/ 1/4", HOLES ON 1.5' CENTERS GMGRAySILTY w/SAND/GRAVELMINIMAL SiLT ~"--5.0~ ~DRAIN ROCK BELOW PIPE INV ~ FILTER SAND -10 -- BOH NO GROUNDWATER UONITORED SECTION /~6" TOPSOIL AND VEGITATION _~ z~ c~ w / /'~FILTER FABRIC bJ ~ o ~ ~ / //-oRA,. ROCK B' ~OVE P,PE ,NV o.~ ~oo~ / ///-1 1/,~" PERFORATED UNE a.O~-m ~0--0 ~0~ ~ / ///W/ 1/4"¢' HOLES ON 1'5' CENTERS ~ ''% t L /// DRAIN ROCK BELOW PIPE INV PROFILE ~FILTER SAND DESIGN PARAMETERS ABBREVIATIONS LEGEND SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) CU COPPER --~ ~- WATER LINE/ DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1000 gellon TH TEST HOLE PERC. RATE: <~ MPI SOIL RATING: 4.0 gpd/SF FC FOUNDATION CLEAN OUT __ss__ss EXIST'G SEPTIC AREA RQD: ~50 SF T# TANK CLEAN OUT NO. SYS. TYPE: WIDE TRENCH C# CLEAN OUT NO. NEW SEPTIC USE: M# MONITOR TUBE NO. ~ (FORCE MA~N) 50LFx 5' WIDE, 0.5'ED, R.I. RIGID INSULATION 2.0' FILTER SAND, 6' TD DCO DOUBLE CLEAN OUT DV DIVERTER VALVE TOTAL AREA: ~50 SF FS FLOW SPLITTER NOTES: PANNON-B gNG ~C, LI.C ~ __,...~ ~ote FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~"x.~"~" :' ~'.~ ." ',~ iq- ~-~o.' -.'ix/,Soole PHONE (9O7) ~7Z-~1~ FAX (9O7) ~7~-~11 ~*._~.qT.~'~} '.,~ .~S g~~~.-: ..: ...:..~ NO , -~ ~-'-:.....--~...~...:........ ~- ~5t-042-65 ~ ~.S. teven~ R. Ponno~e PO~ 670506 ~, ~,~. .;;;,~ os~011~ NOTES ANCHORAGE, AK 99567 '~*.4'a'~'o;~{~'~'~,x.~.~ Sheet / /// t L /?? BIOC¥CLE INSTALLA T/ON NTS ACCES~ . ~ BACKFILL AROUND TANK I 2"~ PVC SLOPE ~ ~ -- ~ ~ ~ TYP OF (2)' ~ / DIFFUSER ~ ~ 4'-0"~ ~~4 SHEETS OF SEPARATION ~ TANK DIAMETER ~ ~ ~ 2~8' BLUEBOARD  INSULATION BIOCYCLE TREATMENT LEGEND ~ 4" SAND/ORA VEL LEVELING COURSE ~ PRIMARY AERATION ~ SECONDARY AERATION ~ CLARIFICATION ~ DISCHARGE FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~ .... ~i 9/7/]o NTS DAVID A~D U~DA B~ECM~ BIOCYCLE DETAIL ANCHORAGE, AK 99567 -~?~;...:~ Sheet SOILS LOG - PERCOLATION TEST TEST HOLE 1 OR SLOPE /~/~/ ,~ITE PLAN GP FILL BROWN 3-- J 4 -- GW GRAVEL/SAN]? / ' WITH ROCKS LOT 4 7 -- SILTY SANB/GRAVEL 8 -- GM GRAY ~/MINIMAL ( TEST 9 -- SILT HOLE ~0 , 3OH DATE PERFORHED~ 7/23/~0~0 ~ ~AS G~UUN3 ~ATE~ SLUPE ENCUUNTERE~? N ~F YES, AT ~HAT TH DEPTH? -0-' X DEPTH TU ~ATER ~FTER NUN~TQ~NG? - 3~Y - 3ATE= 9/5/~010 REAg~NG 9ATE CLUCK ~ATER TIME NET TIME LEVEL NET DROP RATE READING (MPI) i PERDLATIDN RATE <1 (rain/inch) PERC HOLE 3IAHETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT SOIL SAMPLE SENT TU SCOTT CRA~THER FOR SIEV ANALYSIS, COMMBNTS: Test bole excavated by ~INTSTON~ CONSTRUCTION. Test ~ole ~as p~eso~ed before pe~c test. P~R~OR~BD BY: Ste~e~ R. P~o~e~ P.O. I C~RTIBY T~AT T~IS T~ST WAS ~gRFOR~BD IN ACCORDANC~ WIT~ A~ STATB AND MUNICI~Ag OUID~INBS IN g~BBCT ON TB~ DATB OF T~IS T~ST. ,o~s: P~O~ ~G ~C, L~ ~/7/~ ~o~ co~sr~¢c~o~ ~.o. ~ox ~oo2~ ~uc,o~[, ~ ~s~o ~.. ...... ~.0~E (~07) 272-8218 F~X (007) 272-8211 ~"~ ~-042-~3 DAVID FLEURANT P.O. BOX ~7050fi ~... ...[~ osmo~Ts SOILS LOG CHUGIAK, AK 99567 '~i~;~~~.,,,-,,u ~ Sheet SOILS LOG - PERCOLATION TEST TEST HOLE 2 BROWN / 3 -- GP/ GRAVEL/SAND 4- ~/ITH ROCKS SAND/GRAVEL 8 ~ GM GRAY i ~//MINIMAL ( TEST I ~AS GROUND ~ATER SLOPE ENCOWNTERED? N IF YES, AT ~HAT TH 1 DEPTH? -0-' X DEPTH TO ~ATER AFTER MONITORING? - DRY - DATE: 9/5/2010 I ~ATER I CLOCK NET TIME LEVEL NET DROP RATE READING : DATE TI~E READING PEROLATION RATE <1 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RWN BETWEEN 8 FT AND 3 FT SOIL SAMPLE SENT TO SCOTT CRA~THER FOR SlEV ANALYSIS, OO~8: ~est ~ole ezcs~mted b~ ~I~$TO~ CO~BT~OCTION. Test Bo~e ~8s preso~e~ before perc test. PERFORMED BY: Steven R. P~none~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. CONSTRUCTIoNNOTES:· :4 II o FOR P.O. BOX 100217 ANCHORAGE, AK 99510 ~.0~[ (~07) 272-8218 F~X (~07) 272-8211 ~.-' ~.~ DAVID FLEURANT P.O. BOX 670506 SOILS LOG CHUGIAK, AK 99567 ,~i~o~C;~ sheet WATER READING DATE CLOCK NET TIME LEVEL NET DROP RATE TIME (MPI) READING 1 <1 ~ T ~ 50 100 10 1 O, I O, O1 O, OOt GRAIN SIZE IN MILLI~TERS GRAVEL SAND COBBLES I I SILT or CLAY S~flL ~MPLE SBURCE ~PTH (~ee~) CLASSIFICATION ~ De~r P~k No. 1 - - S~ndy Gmve~ (GP) Dock 2, Lot 4 Crowther Associates Panicle Size Distribution Plate Geotechnical Engineering Sewices - - -- dob No. 040.002 I ~le No. Ponnonel'l Dote July 2010 SOILS LOG - PERCrlLATIBN TEST TEST HOLE 3 -- / LOT 5 GP FILL BRDWN 2 -- SAND/GRAVEL / 3 4 -- GP/ BRDWN GW GRAVEL/SAND WITH ROCKS - SILTY BDH GRAY LOT 4 7 -- W/MINIMAL SiLT 8-- X: TEST 10 ~ ~ ~1, DATE PERFDRMED~ 4/B9/8011 WAS GROUND WATER SLDPE ENCOUNTERED? N IF YES, AT WHAT TH i DEPTH?, -0-' X DEPTH TD WATER AFTER MBNITDRING? DATE~ READING DATE CLUCK WATER TINE NET TINE LEVEL NET DROP RATE READING (MPI) PERDLATIBN RATE <1 (rain/inch) PERC HOLE DIANETER 6 inches TEST RUN BETWEEN 5,5 FT AND 6,5 FT COMMENTS: Test hole excavated by FLINTSTONE CONSTRUCTION. Test Hole was preso~ed before perc test. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ~H0~[ (907) 272-8218 [~X (~07) 272-8211 DEER PARK NO.1, LOT 4, BLK 2 ~ . ~1-042-63 DAVID FLEURANT ~i ~Eteve~ER~P~n°pe~PERMIT NO. P.O. BOX 670506~'. b ~1~ .~v~h~:.' ..~ 0SP101175 SOILS LOG CHUGIAK, AK 99567 ~I ~ ....... b~ Sheet AI)VAN('EI) \X'A.~'I'EXYATER TREATMENT .~YSTEM MAIN'I'ENAN('E :\ND REPAIR A(;I~,EEMENT MILM()i~ANI)I'.M OF t:NI)EIR.~TANI)IN(i BI~TfXX=F. EN .X'ItN1CIPAIA1'~' OF ANCII()RA(;E Il IlS MI NIt)RAND{ i_Nl ()i: E~NDIiRS'I'ANDING made and entel-cd m~¢~ a~ of fids herein ~he "()kk NI~R." illqd tl~c Nlunicipality of :.M~chorage. herein "N1[ tN I('IPAI.I f5 .- In consideration oFthc mutual cox chants contained herein, thc I. AI)VAN('EI) ~VANTIE~¥ATEI/TRILATMENT SYN'I'I.LMN. Xlunicipalil> _.~ I)efinitMns. ..'X. Alteration..,Xnx change lo thc design or tZmction of an :,%Xk Xk Includes tiao instaJJaiion or rcmox al of an> parts, components or picces included in thc original construction permit and design. Prior XK astcx~atcr l)isposal Sx stem ('onslruction Permit IS~om ~l~c Nltmicipalitx pursttan~ to Anchorage Municipal Code ~ hcreinalicr. ",XNI('- } ] 5.(~5. B. Certificate of On-Site S)'slems Approval. An approval bx thc Nlunicipalit> or'existing water and xvastexvaler disposal sx stems given Iht linac of propcrt> sate and title translkr in accordtmcc xxith ,XNIC' 15.65. . Anchorage. :X laska. COIISIYuclioII~ Damage. o[tlx Illall-I}l/ldC 01' ltattll'a] change in a system that xx<~ukt inhibit lbo system l?om pcrlbrmin- as designed. 13..Xlainlcnance and Relmir. 'l'hc scheduled and as needed I'Ct~taccnqcllt of existing parts, cotllponcl~ls a~ld pieces of an A~VB'I S that xxcrc included thc original design xxhich would allow thc AWkV 1 S tu conlintlc I,~ pcrlbrm a~ designed. t~. Permit (Construction} ,Sn On-Silo ~Vaslcxxatcr Disposal NxSlCll! Construction I>crmil as &lined bx AMC 15.65. 1. Permil {Operating) An Adxanccd ~Vastcxxatcr '1 rcalmcnt Sxstcm (>pcrating Permit. An annual permit, issucd hx thc Nlunicipalil5. lha~ alloxxx thc {)xvncr to opcralc an A~VW]'S. upon meeting afl 'thc rcquircmcnls o[ this agreement, thc conditions of Operating tM'mit, zinc req uircmcnls of thc On-Site Wastexkater Sx slcm ('onstruction Permit and all rcm ant prmisions of AM(.' 15.65 Fee__.: (),,xncr sh~ll pa} 1o Vttmicipalitx an annual fcc c,t' _i]_--_/~ '~ ($ ,_~ t})}. pa.',ablc orr or hcl'orc thc issuance of thc operating pa' nit and am~u:dh thcrc~licr. Thc annual iL'c is duc on or hclbrc thc annixcrsarx dale o{'Ihc approx ~l Dx lhc Municipality <,i' installed sx stem. 4. l'erm. Ibc term oJ'this klcmorandum ol'[ %lcrstanding shall 10c tbr thc lilb t~J'l}lC 5. Altcralionx~ In~lallation and Remo~ al of Additional Equipmenl. ()x~ncr ('o]lStrLICliOn l>cr~llil l'i'Ol~l thc %lunicipalil}. 6. Maintenance and Repairs. A. t'hrottghout thc term o1' this ~lcmorat]dum of [:ndcrstanding. thc ()~vncr shall naainlain A~VW'I'% in ?od rcpain In addition, il shall bc thc rcsponsibilil} c,t'thc rent,vats thcrcol5 at thc oxx net's sole cxpcnsc. Io pa5 Ibr any and all: { 1 ) repair l"urthcr. ()xx ncr agrees to comply will ali applicable ordinance, laxvs, regulations. rules and orders ibr thc B. ()xvncr a?'ccs lo proxido thc Municipality a x~rillcn schcdulc of routine terms and condilions contained in Ibc ()xxncr's A~VW IS ()pcrating Pet-mit. Ibis sclncduic shall bo submitted to thc Bltmicipalit5 anlluallv upol/file rcilcxxa[ ol'lhc pcrmil. I he schedule of maintenance and repair contained in thc ()xxncr's ()pcrating Pcrmil is: ~~ ......... ('. ()xx ncr acknoxx ledges thai thc finc schcdLllC Ibr Jhiling to m~timain and repair ,kWB"I S arc coctificd in AM(' 14.6(}. i:. ()NNIlCI' a~I'CCS Ihat anx sale or Ii'allsl}r of lille ol'lhc propcrl} will 7. Non~ aiver, lhc l'ailurc {q'cithcr paFi5 al aris time to enfi,'cc a hcrcot2 <)r thc right of such paFty thcrcai}cr to cntbrcc cach and hcrco F. 8. Amendmcnl. A. lifts Mcmor:mdum ol'[indcrstanding shall onh bc amended, mt,alii]cd bc attached to thi> Nlcmorandum off :ndcrsmnding as an amcndn~cnl. I~;. For ~.hc purl-*Osc.', of anx anlcndmcnl moditicalion or chungc to thc tcm'~x :md condition~, ~,l'this cC. Dlrilc[. lhc onlx authorized rcprescntatix cs oFihc parties arc: \nchomge: PurdmsJlm ('. All} ;.lllClllpt l,,'~ amend, modil\', or change dais comract bx ciH~er an unauflwM×cd rq'~rcxentatix c or unauthorized means si'mil be voM. 9. Jurisdiction: Choler of La,a'. An,. ch il action arising from thi~ klcmoranctum ot' shall bc brough! in lhe Superior Court lbr th¢ Third Judicial District ol'thc Alaska al Anchorage. Thc la',x s oi'thc .qtatc of Alaska shall ?~ crn thc right:, and obligations of thc parties trader this Xlemorandum {~1' (;ndcrstanding. 1(I. Sevcrabilitx'. ,,\rix provisions of this Memorandum ol'Undcrslandin~ dccrccd invalid bx a court tH'competent jurisdiction shall no! invalidate thc remaining prox }sions thc \lcmomndum of [ ndcrslanding. TI I1RI) .I[ :DI('tA1 DIS'I'RIC I' .M UN1Clt, AI.I'I'~': 'lille: Ibc foregoing instrument x~ux acknoxxledgcd bctbrc me this i N()'I .,x,p,,~' I'[~BI lC t.'()R "'-...X_; .b/('om hi,ssi :m cxpi rcs: -'.~ ~.~ MUNiCIPALiTY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ON~ITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Light'nail°n' J ,F HOME.DE: Inside length Width Liquid depth  ~ No. of lines Length of each line Total length of lines Trench width D;stance ~t~en lines inches "~ DISTANCE TO: We,~ / ~ Build~fo~d~nm. ~ Nearest Io, ~ Building foundation Sewer llne Septic teak Absorptio~ area(si ~ DISTANCE TO: OTHER SOIL TEST RA~NG __~ ~P / ~ -- 72-013 (Rev. 3/78) PERMIT N0. DEPARTMENT HEALTH AND ENVIRONblENTRL .OTECTION 825 '~L" STREET, ANCHORAGE, AK. 99501 264-4720 HELL RND Or~--5 I TE 5EHER PERr~ I T ( 830~27 ) APPLICANT R0-DON COST. LOCATION ;[:~~'xr>~. LEGAL L 4 b 2 DEER PARK 4121 GR~PE PLACE LOT SIZE 40000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT/BR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= 7 LENGTH= 43 GRR%,'EL DEPTH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (Itl FEET). F:EQU I RED SEPT I C TRNa,--. S I 2E: 10[-~0 GRLLONS PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS' DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY RNO THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TLdO (2) I r~SPECT I Or~S ARE REQ. U I RED BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND RF'PROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 20 DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY ~PPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERFI I T E×P I RES DECEr~BER .~?l.- 1-'~- ~ I CERTIFY THAT l: I RM FAHILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. _2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS. S I GNED: .............. APPLICA.T COST. ,SSUED .) 4i2L ~oV~PE ~ ~ LE:H~TH OIH~CO~I r.:j THE ~r14 C£N FEEF> OF ~ TA"E:I'JC-;I OR OR~IFNF~O'c'! ' PBRMIT EXPIRES DE~B~IBB~ ~.. 0 & E ENC. NEERING & DEVELO, MENT CO. · 44 * Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster 694-2774 Performed for: Legal Description: Depth (feet) Sell Cheracterlltlcs Earl Ellis SOIL LOG 688-2280 Name: ..~7-~ ~. :~'/d~a,.S ~'~)/Iv/,~T TeLNo ~-2~/ 0 1__ 2~ 3~ 4__ 5 6__ 7 8__ 9__ 10__ 11 PLOT PLAN Z'T.. ~'' ........· . . ~ PERC. TEST ~- ¢~., ,.. ,'...~ · '?,~ I I C ,', - ~ ~. '- :~" .',' ' ~ ~ 16 (., ~17. ..... Ground Water Encounterea: Yes No / If yes, what depth Installation: Proposed ~ ~ Seepage Pit Drain Field ~ ~ ...~.~-.~4~' ~ Performed by: ~,~/~-'~ ~ / Date' /--%-/~'--~ [~ -W DRILLING, Inc. '~.. P. ~"~ox 4-1224 ,, ]310C International Airport (907) 274-46t ! ANCHORAGE, ALASka, 99509 DRILLING LOG Well Owner Srop~ Rrw~rrr A. 'H~I~ 1'~,~1 ~le,-~, Use of Wel~ Location (address of: Township, Range, Section, if known; or distance main road Lot: 4, Bock 2, Deer Park Est:at:es - Phase 2 Size of casing ~" Depth of Hole Static water level l~$? ft. 00[~(~0 Screen ( ); Perforated ( ~20 {eet Cased to '~6h_2R feet (below) land ~urface. Finish of well (check one) ). (minute) for ] hours with Describe screen or perforation Well pumping test at ] : gallons per ~ of drawdown from static level. Date of completion 9/1 fi.IR3 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 0 __TO 2 Casing St:tckup 2 TO 3 '3 ,TO id) TO. 100 ,100 TO 120 TO 3/d~ 3z~ TO 363 363 TO 655 475 TO &7~ TO 51 ~15 TO ____TO TO TO. _TO open end ( X ); ft. Orgard. c Silty sand & grav61 Sturdy loose gravel Stlt~. L/caval W~'d 1 -- CUSTOMER APPLIC "JT FILLS OUT UPPER HAL'"'~DNLY Buyer Address Zip Code Address Zip C~e ~ Other ~ Holding Tank NOTE: THE INSPECTION ~E MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Data Date ~ ( ) APPROVED BEDROOMS *CONDITIONS OF APPROVA, DATE: TO: FROM: SUBJECT: 2460 MEMORANDUM March 8, 1983 Laura Crow Environmental Health Division Request for Redund - Account # Please make arrangements for a refund for the engineer has completed the inspections of in lieu of this office. Thank you. following, a private the installation #830027 Lot 4 Block 2 Deer Park Subdivision Ro-Don Construction 4121 Grape Place Anchorage, Alaska 99508 Amount: $30.00 Receipt: None - stamped on the cash register at the One Stop Permit Office at Tudor Road Building Account # 2460 Laura J. Ward Sewer and Water Program attachments ! 91-010 (4/76)