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Home My WebLink AboutT15N R1W SEC 8 LT 211T1 N RIW 8 Lo? 21 1 051 - 154 -42 U C 0 0 C Itl n -..i by SULLIVAN WATER WELLS RO. BOX a702'~., OHUOIAK, AI.AaKA ~5~' · ~f Anchorage:. Dece~nent o~ Heallh & Human Sen, Ices and/or Def~lment of ,~wlronmental ~. MalSu B(xough ~partm~lt of Envlronn~,/a; ~ 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 I WATER SUPPLY PERMIT Initial Date Issued: May 04, 2004 Expiration Date: May 04, 2005 Permit Number: SW040101 Legal Description:~T15N RIW SEC 8 LT 211 ,~ Design Engineer: 0032 Alaska Rim Engineering Owner Name: Carl Flaming Owner ^ddress: 19328 Monestary Road Eagle River, AK 99577- Parcel ID: 051-154-42 Site Address: Lot Size: 108900 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Wetl [] 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. Issued By:. Date: ~ Date: ~'"',/~//o ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number SW Property owner(s) ('"',4r~ I F/~I *""~ ~~ Day phone Mailing address (1) [~/ ~'Z~ /~o~J,=5?,-3r~,/ /~cJ. _~?/_c /~ivE:~,, ,~ Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) 7'-/~ ~J J~ }t~ -~¢,-'~ioV o~ Legal description (Section, Township & Range) Lot Size / ~ ~ '~/Oo Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only Water Storage [] Jacuzzi [] [] Water Softening Unit [] 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. (Signature of property owner or au~orized agent) f Permit Fees: ~ "~'~" Date of Payment: Receipt Number: (Rev. 12/00) '~j~ Waiver Fees: Date of Payment: Receipt Number: NodhRIm Englneerlng 17237 Bear Paw Circle Eagle River, AK 99577 907-694-7028 907-830-4186 May 4, 2004 Dan Roth MOA On-Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: TI 5N RIW Section $, Lot 211, Chugiak Dear Dan, The subject design required a change due to a 20 year record snowmelt which filled the original test holes with runoff. This record runoffevent is still impacting this particular area. Two new test holes were excavated upslope ofthe previous test holes. These new test holes demonstrated a slightly better percolation rate, possible due to the fact that the original test holes were located on a trail. Water was encountered in both new test holes during excavation and appeared to be continued runoffflowing down-slope. Test hole 2A is about 5 feet higher in elevation than test hole IA. Test hole 2A measured water at 10' below ground level and test hole lA measured at 4' below ground level. We propose a 5 foot-wide trench at the level oftest hole 2A, perpendicular to the fall line ofthe slope. We are proposing a trench depth oftwo feet below natural ground, with 1' insulation and mounded cover to match the slope. This will give a separation of 6' to water. The area has large 2.5 acre lots and is served by a Private Water & Septic Systems. I have included design plans & specs, design guidelines, & soil tests. Ifthere is need for additional information or clarification please give me a call. Sincerely, NonhRim Engineering Design Enclosures TI5N RIW, Section 8, Lo! 211 DESIGN-CHANGE NorthRim Engineering ,$PECIFICATi0NS & DESIGN GUIDELINES Wastewater System Sizing: Due to thc large amount of snow-melt from a record 20-year snowfall, the original test holes filled with mnoffduring breakup. Two new test holes were completed upslope ofthe old test holes. The new test holes percolation rote was higher resulting in a more favorable application rate. The septic tank sizing will remain the same at 1500 gallons for the $ bedroom home. The large lot size of 2.5 acres allows for the septic system to be moved with no adverse impact to the neighboring lots. The neighboring lots range from 1.25 to 2.5 acres and are on on-site systems. The adjacent lot to the west is a single family home with septic system and private well. The lot to the east is 2.5 acres with developed on-lot systems. The lot to the north has a septic system near the property line, but all required separation distances have been maintained. No conflicts to any neighbor lots is anticipated. Soil tests found typical soil for this area; a silty sandy gravcl. The system utilized a 5' wide trench with alloxvable reduction factor. An application rate of 1.2 GPD/FYa with 0.78 reduction factor for utilizing a 5' wide i~ ~ch and 1.5' ofgravel below the perforated pipe. Monitoring revealed groundwater at 10'depth at Test Hole 2A and at 4' depth at Test ttole IA. Test Hole IA is 5' lower than Test Hole 2A. We propose to construct a 100' trench across the slope at the same level as Test Hole 2A; this should give the required separation to groundxvater. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastcwater Regulations. · Two compartment septic tank · Watertight couplings on inlet & curet · 5 foot minimum between the tank and bed. 10 foot to property lines. · 2 feet of mounded cover and 1' of insulation is required for trench. · Tank & solid pipe must be set on well compacted, stable soil · 4 inch diameter clcanouts with airtight caps are required I to 4 feet from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compas~ment, and two adjacent opposing clcanouts between the tank and the absorption field, not more than 10 feet from the tank positioned to provide cleanont access towards the tank and to,yards the absorption field. · All clcanouts must ext~d to at least ground level · In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron · Trench to be placed level, minimum of 4 feet to groundxvater, 6 feet to bedrock from drain-rock · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. · Perforated pipe to be installed level with perforations down · Silt barrier (filter fabric) to be installed above the drain rock · Smeared trench sides must be raked or scarified before drain rock placement · Backfill over drain rock must not bo less than 36" · The finish grade must be mounded to promote drainage over the bcd · Insulation must be placed over any pipe installed under driveways or parking areas · Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, · Sewer Service Line is minimum 2% slope · Septic Tank to be pumped every two years or when required · Insulation board shall be extruded direct burial polystyrene (Do~v Styrofoam HI or equal) I'-- r'-i -0 -H 0 Z , o. o DRAINAGE~ The proposed lot I$ gener~U¥ FI~t 'terrain, ~lth sUght dlp ~co %he $ou~che:$t, Undeveloped Are(~ to ~¢he Cons"cruct;Ion oF so. nl'te, tlon f'o. clUi:les wi[[ not; o.f'f'eci: dr'c~lnc~ge p~'t;i;erns nor c~dversety Inp~c't; neighboring lots. '1 ,.11 # NORTHFelM T15N ENGINEERING I "'~~"'~ S / ,72~7 e... Po. c~,. "'~ "~' ~'~ DRAINAGE ~'"'--'~' '"' ';~'~$ LDT 211, SECTIBN 8 Pedormed For: Legal Descriplicn: 1 2- 3- 4- 5- 6. 7- 8- 9- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- Municipality of Anchorage Developmen! Services Department Building Safet~ Divisicn On*Site Water and Wastewater Pm(~ram 4700 South Bregaw SL P.O. Box 1966§0 A~c,horage. AK 99519-6650 ~ d.anChor3qe.ak us (go?) 343.7.,J04 Soils Log - Percolation Test · 1 I '¢.~2; s,..., -,,.4., rt~r.. -,-, ,.,-"~2' I Site Plan Reading Date Gross '13me Net T~me Depth to Water Net Drop !o t " ,5~ to I I .. I Legal Descfipticn: ~H 24 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12--- 13- 14- 15- 16- 17. 18- 19- 20- Municipality of Anchorage Development Services Department Building Safel'/Divislcn On-Site Water and Wastev~ater Pro,ram 4700 South Sragaw St. P.O. Box 196650 Anchorage. AK Sg519-6650 (SO7) 343-7S04 Soils Log - Percolation Test /_.o~- Stooe Site Plan ENCOUNTERED? Depth to Water After Monitoring? Reading Date Gross Time Net Time Depth to Water Net Drop PERFORMED IN ACCORDANCE WITH ALL S"rATE AND ~,,Lg',;[CIPAL GUtOELINES IN ~;;~CT ON THIS DATE. DATE: ,.~/' ~? ~.J,~4 NoflhRIm Engineering 17237 Bear Paw Circle Eagle River, AK 99577 907-694-7026 907-830-4186 April 16, 2004 Dan Roth MOA On-Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: TI5N R1W Section 8, Lot 211, Chugiak Dear Dan, Please review the submittal for the water & sewer design for the proposed single family home. The area has large 2.5 acre lots and is served by a Private Water & Septic Systems. I have included design plans & specs, design guidelines, & soil tests. Ifthere is need for additional information or clarification please give me a call. Sincerely, NorthRim Engineering Design Enclosures Fq F [~ ~ 6'0 -s n ~ ~ I--~ ~'~5- ~-od' _ ~¢~¢. -~ ~ 0 ~'o~c c~o~ ~ 0B m ~ o < < · .rI C d' ~' C'l, 0 0 C ~o I)RAINAGE.' The proposed lot Is gener~tty Ft~t terrain, with sUght dip to the southeast. Undevetoped Are: to the south. Construction oF s:nlt:tlon ¢~cltltles wltt not eFFect drainage patterns nor :dversety Impact neighboring lots. ~ett NORTHRIM F~.~m-~'..~..~. TI~N Rl~/ ENGIN~RING i'~"?"*'~' ,72.~:, ,,~, .~. c~,. ~.:~.:.'~: DRAINAGE ~.~,~.~-~,~-'~ ......... ~ LOT 211, SECTION 8 4/~4/04 TISN RIW, Section 8, Lot 211 NortkRim Engineering SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a single family home projected at 5 bedrooms. This requires a 1500 gallon septic tank. This lot is 2.5 acres in size and no adverse impacts are expected from development. The neighboring lots range from 1.25 to 2.$ acres and are on on-site systems. The adjacent lot to the west is a single family home with septic system and private well. The lot to the east is 2.5 acres with developed oo4ot systems. The lot to the north has a septic system near the property line, but all required separation distances have been maintained. No conflicts to any neighbor lots is anticipated. Soil tests found typical soil for this area; a silty sandy gravel. The system utilized a $' wide trench with allowable reduction factor. An application rate of0.8 GPD/F'r: with 0.7 t:eduction factor for utilizing a 5' wide trench. Monitoring revealed groundwater at 8.5' depth. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. · Two compartment septic tank · Watertight couplings on inlet & outlet · 5 foot minimum between the tank and bed. 10 foot to property lines. · 3 feet of cover or insulation is required for trench; an equivalent of 1" insulation for each foot soil cover. · Tank & solid pipe must be set on well compacted, stable soil · 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 feet from the tank positioned to provide cleanout aec, ess towards the tank and towards the absorption field. · All cleanouts must extend to at least ground level · In solid pipe runs, ASTM D-3034 may be used in lieu of east iron · Trench to be placed level, minimum of 4 feet to groundwater, 6 feet to bedrock from drain-rock · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. · Perforated pipe to be installed level with perforations down · Silt barrier (filter fabric) to be installed above the drain rock · Smeared trench sides must be raked or scarified before drain rock placement · Backfill over drain rock must not be less than 36" · The finish grade must be mounded to promote drainage over the bed · Insulation must be placed over any pipe installed under driveways or parking areas · Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, · Sewer Service Line is minimum 2% slope · Septic Tank to be pumped every two years or when required · Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam HI or equal) / 50' R.O.W. RESER~ I e, RoberL E. dohns, r. & Assoc. ,~o,~*. .'~Bxx ............ ~*. Professional L~nd Surveyors ' ~ ~ ' ~ 1" = 60' .~-,- ~"-~'~"~ SEC 8, T15~, R1W, S~ ~ ~t ~ ~R~Y ~E S~B~ PLOT P~NS · LOT ~UR~ Municipality of Anchorage Development Services Department Building Safety DMslcn On-$ile Water and Wastew3ter Pro~ram 4700 Sou~h 8ragaw P.O. Box 1~-6650 A~c.,ho,'a~e, AK 99519-66~ wv~q ci [mchc.~qe ak us (~07) 343.7S64 Soils Log - Percolation Test 3- 4- 5- 6. 7. Date petf, orme~ Township. ~n~e. Section:, 77~' Slope Si~e Plan 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- WAS GROUNO WATER ENCOUNTEREO? ~ $ t ,~¥ES.^TW~,TD~n~ /~ 5' o Depth to Water' A~ter ~, · ,~ p D.,.: ¢/,/°¢ Reading Date Gross Time Net Time Depth to Water Net Drop pER~ORMEDBy:A~o~"/~e/,~.. ~------~,.~'~*T~[ .,, ~ ~ CERTIFYTHATTHtSTE,ST~J.AS T TF...~';D&UNICIPALGUIOELINES~''~FFcCTO~ Ti' SDATE DATE PERFOR,".ED NACCOROANCEWtTH-A'~LS A - ' , ' · : Municipality of Anchorage Development Services Department Building Safety DW~cn On.S;le Water and Waste',~ater Program 4700 South Bragaw SL P.O. Box 196650 A~chora~e. A~ 9951 (~07) 343-7.~'C4 Soils Log - Percolation Test 2- 3- 4- 5- 6- 7. 8. 9- 10- 11- 12- 13-~ 14- 15, 16- 17- 19- 20- Slope S~te Plan ~7 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water A~er Monitoring? Reading Date Gross lime Net Time Depth to Water Net Drop ././,,/~ r. Tom Fink, Mayor Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 10, 1991 Bob Knight Box 671221 Chugiak, Alaska 99567 Subject: T15N R1W Section 8 Lot 211 Permit #900310, PID #051-154-42 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1990. A new permit must be obtained from this office for a well and/or on-site wastewater system not installed by the expiration date. If you have this office the permit. drilled the well, a well for documentation of the log needs to be sent to installation and to close If a private engineer inspected the installation of the on-site wastewater system, the original as-built inspection report (three-part form) must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, Sin~ / ,'~A~ ~ pJ~graS~iMtha~ag~ErW'~-~ On-site Services please call this office at 343-4744. JW/ljm:200 enc: Copy of Permit "Kids Are Our Future" Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 4- 5- 6- 7 8 9- 17 Township, Range, Section: SLOPE SITE ~LAN WAS GROUND WATER ENCOUNTERED? Reading Date Gross Net Depth to Net Time Time Water Drop 18 A. H~,. 1437-E 19 PERCOLATION RATE ~ (minutes/tach) PERC HOLE DIAMETER , TEST RUN BE'iWEEN ,~-~TAND . q F7 COMMENTS .~R~OR.EDGY: ~ R.dN~/ /_~ -- -- OERTIFYTHA~THIS;EST~ASPER~RMED 72-008 (Rev 4/85) ~ ~"/ IN Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I,O. 051-154-42 1. GENERAL INFORMATION Complete legal description T15N R1W SEC8 LOT 211 COSA # ~,_:C[ 6; ! / 6,.~ Expiration Date: / [- ;>-- O.-'i o Location (site address) 19619 CRABTREE ST., CHUGIAK, AK 99567 Current Property owner(s) KARL & BETH FLAMING Day phone Mailing address 19619 CRABTREE ST., CHUGIAK, AK 99567 Lending agency Day phone Mailing address.'.,. Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ~ Public Water System Well .,5 TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [] [] Individual Holding Tank [] [] Community On-site [] [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the nu .mber of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ARCTERRA CONSULTING, INC. Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist. Phone 868-3792 Date 08-5-2010 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are DSD SIGNATURE )/'"" Approved for J Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: ON-SITE ; WASTEWATER L EROG M .' Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: (Rev. 11/05) Original Certificate Date: Municipality of AnChorage Development Services Department Building. Safety DiviSion On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.or~onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: T15N I~W SEC8 LOT 211 Parcel ID: 051-154-~2 A. WELL DATA Well type PR]-,VAI~ IfA, B, or C provide PWSID # Well Log (Y/N) _.Y Date completed ,~ Sanitary seal (Y/N)Y__ Wires properly protected (Y/N)X Total depth 77 ft. Cased to 72 ft. Casing height (above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test ~4f200~ 07/23/2010 Static water level 28 ft. 32 ft. Well production 15 g.p.m. 4.34 g.p.m. WATER SAMPLE RESULTS: Coliform NE& colonies/100mL Nitrate ~.,~.$ mg/L Arsenic: N O mg/I Date of sample: 7-23-2010 Collected by: AzcTe~a B. SEPTIC/HOLDING TANK DATA Tank TYPe/Material Septic/P]asfic-HDPF. Date installed .~7/0~ Tank size 1000 & 500 gal. Number of Compartments 2 cleanouts (Y/N) _ Foundation cleanout (Y/N) X Depression over tank (Y/N) __N High water alarm (Y/N) N Date of pumping 7-23-2010 Pumper Saaitaz7 C. ABSORPTION FIELD DATA Date in~st~il~d 5-7-2004" S0il rating (g.p.d./ft2 or ft2/bdrm) 1.2 System type .Shallow Trench Length 100 ff. ,Widt.h --5 ff. Gravel below pipe 1.5 ff. Total depth 4.25 ff. (Measured 7/23/10) Eft. absorption area 625 ft2 Monitoring tube Y Date of adequacy test 7/23/2010 Fluid depth in absorption field before test gin. Elapsed Time: 1020 min. Final fluid depth 0 Depression over field N Results (Pass/Fail) Pass For 5 bedrooms Water added 760 gal. New depth .5 in. __ in. Absorption rate >= 750 g,p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N__lf Yes, give date -- LIFT STATION Date installed "Pump on" level at Datum E. SEPARATION DISTANCES Size in gallons "Pump off" level at Cycles tested Manhole/Access (Y/N). High water alarm level at min. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot :100'+ Public sewer main 75'+ Sewer/septic service line 25'+ Animal containment areas 50'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout 100'+ Holding tank I00'+ Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line ~'+ Water main 10'+ Water service line 10'+ Wells on adjacent' lots :100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line :10'+ Building foundation :10'+ Water Service line :10'+ Surface water :100'+ Curtain drain 50'+ (None Kn* own) Absorption field 5'+ Surface water :100'+ 10'+ F. COMMErNTS Vacant system surchar.,qed prior to testin,q. G. ENGINEER'S CERTIFICATION g ..... ate.. COSA Fee $490.00 Date of Payment ~ ~ ,,/('~ - ~' ~'O R. eceipt Number / '~ /~ --~,~- ~ (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number Water main 10'+ Driveway, parking/vehicle storage Wells on adjacent lots :100'+ AS-BUILT SYSTEM BETAILS/SITE SM T15N, RIW, Sec 8, Lot 211 100' GRAVEL ~ DRTVE % PLAN Per'mi-t : SW040101 PIDg: 015-154-4~ 26, EXISTING HBUSE 2O GRAPHICS SCALE SCALE: 1:20 MEASURED A-C= 8,6 B-C= 40,4 A-D= 11,8 B-D= 41,7 A-E= 14,0 B-E= 43,7 A-F= 55,1 B-F= 96,9 A-G= 57,1 B-G= 38,3 A-H= B-H= ,¢ CO PREPARED FBR: KARL & BETH FLAMING 19619 CRABTREE STREET CHUGIAK, AK 99567 FIELD BOOKS COMPUTED: BOUNDARY: NA DRAWN: KMD STAKING: NA CHECKED: KMD ASBU,,T: R. JOHNS DWO. FILE: ACAD FILE: 10150.DWG DATE: 8/19/10 GRID: NWl 257 JOB .o.: 10150 CO ~\Server~storage\WE1.L & SEPTIC - Filed by Legal\Sewerd Merldian\T15N, Rl WX, Sec. 8~Lot 21 l~v2.dwg I ° m I 60' R.O.W RESERVE ...... ~.~,~ .~ ¢~,~) .... us~ m~ ~V~L 0.~ S~UN~. ~ffO~C~ MAY C~SC ~S iN S~'. ' .... '"' " '" ... ~T,,, LOT ~... P~NS ~ LOT SU~YS ' NO~: .' ?INI~ ~ADE ~D U~U~ CQNN~O~ONS AND TO ~MIN~ ET~.. A~E. ~0~;.~ ~R: ~O~iMA~ NOT.ApPEAR ON ~ RK~DED SU9DI~ON P~?, .A~k DIST~CE$ .A~' ~E~O~Ap ......... prepO?ed,,, ~ .~' OF 4.7'-~,, R ober[ E. Johns, Jr. & Assoc ,,. ~,~, --~ ~:..,,._.. ..... ~Te.... .. ProfeSsional La'nd Surveyors · ~ ~ ~, ~ ~ , . · .... . . ,, -- ' ~/~'~ ~ ~'" 1" = 60' · ~~/:~ · 2/!9/1.0 ' 1257 138 ~UC~RE A~UIL~ , '"~'"" ~' ~ .e~- SEC 8.,T15N, RiW, SM oo