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HomeMy WebLinkAboutPREUSS #4 BLK 9 LT 8MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251495 Parcel ID 050 -572-62 Legal description PREUSS #4 BLK 9 LT 8 Site address 10208 PREUSS LN Expiration Date: 10/2/2026 Current property owner(s) STRONG RYAN G & KELLY L X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments .12 Original Certificate Date: 11/4/2025 This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject This is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Absorption Field Advisory Tank Age Advisory Other Well Flow Advisory Nitrate Advisory X Arsenic Advisory 1. GE1 M 6. ABSORPTION FIELD: n AWWTS n Bed X Deep Trench n Wide Trench n Seepage Pit Waiver request for: Distance: Expedited review requested: ❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $. Waiver Fee $ Date of Payment Date of Payment COSA # Waiver # COSA Appficafion_Apr2025.doc COSA Checklist_May2025.docx COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. DISPOSAL FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: Preuss #4, Block 9, Lot 8 050-572-62 6+ Unknown 72*n/a Unknown** 8.12 18+ 10/27/2025 Forge Engineering, report provided by home owner 58 10/2/2025 *well log shows both 72' and 73', **no bedrock so likely cased full depth * * *new tank installed 10/28/2025 * 9/25/1978 12.7 5.9 * 10/29/2025 36 600+ 56.4 1440 36 600+ 82 36** 46** *none known, **before and after the adequacy test The drainfield was tested for 4 bedrooms. ✔ COSA Checklist_May2025.docx E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Disposal Field on Lot > 100’ Yes if No ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft Field to Foundation > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main/Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Phone Engineer’s Printed Name Date ✔✔ ✔✔ ✔✔ ✔ ✔ ✔✔ ✔✔ ✔ ✔✔ ✔✔ ✔ During the septic tank upgrade, the drainfield was found to have adequate size per the code for 4 bedrooms. The record drawing notes and call-outs provide the details and justification. Crewdson Engineering, LLC 907-280-9493 James Crewdson 11/1/2025 Nitrate Advisory Certificate of On -Site Systems Approval # OSC251495 Subdivision: Preuss #4, Block: 9, Lot: 8 A water sample revealed a nitrate concentration of 8.12 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Mailing Address P. O. Box 196650;* Anchorage, Alaska 99519-6650 * wuvW.rrun� org Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. Lot 8, Block 9, Pruess Subdivision Unit No.4 As Built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 610 E 5th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 10/31/2025 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP251398 PID Number: 050-572-62 Dwelling: El Single Family (SF) FN with ADU F Duplex (D) 0 Two Single Family Project: F New OF Upgrade Name Ryan & Kelly Strong ABSORPTION FIELD F Deep Trench F Wide Trench F Bed F Mound Site Address 10208 Preuss Ln., Eagle River, AK, 99577 0 Other Phone Number of Bedrooms Soil Rating Total depth from original grade � 3* GPD/SF� Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Preuss #4 9 8 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank I Line Ftl Ft. Well 100'+ : 25'+ TANK X Septic El S.T.E.P. 0 Holding El Other Manufacturer Greer Capacity 1250 Gal. Surface Water 100'+ Material Number of compartments Lot Line 51+ 1 NA POIY 2 Foundation 10' + i LIFT STATION Manufacturer Capacity Remarks 'existing drainfield is sized for four bedrooms (see record drawing notes) Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034d Tankto 3034 rainfield Installer Martin Construction Company — Drainfield CO/MT3034— Inspector Crewdson Engineering LLC BENCH MARK (Assumed elevation) 100 It Inspectes:tion 1st 10-27-2025 nd 10-27-2025 Location and description da2 Td 10-28-26 4t" Bottom of siding at "BM" on record drawing. ON-SITE WATER AND WASTEWATER SECTION APPROVAL 0 A4� Conditional Approval: Date .....F 4 . . * rfr ...... ...... Crewdson Septic System Approved Dati k ; 011527 4&e No thi:sallproval does of include well permit requirements. (Rev 05/02/18 A GREER POLY 1250. 11'+ FROM BM HOUSE FOUNDATION. 61+ FC FROM DECK POST. 3 BR SFH MH G DC - M1 -- B "P (E)SUMP Gs l� (E)TRENCH RECORDS SHOW 33' LENGTH, BUT FOUND TO BE 40'+ DURING SEPTIC LOT 8 TANK UPGRADE. MONITOR TUBE INSTALLED AT BEGINNING OF ......................... DRAINROCK. .............................. o ELL ........................................................... PROFILE 1 PLAN SCALE: 1"=20' NOT TO SCALE A LEGEND BOS ELEV (E) - existing ASSUMED EG 99.6' BM - bench mark ,BM ELEV 100' FG 99.7' BOS - bottom of siding S1 BR - bedroom 23 DC - double cleanout MH S1 ED - effective depth M1 EG - existing ground 31.8 ELEV - elevation 72.5 FC - foundation cleanout INLET OUTLET FG - finish grade INV - invert MH - 24"0 manhole M# - monitor tube RA - required area SEPTIC TANK ELEV S# - septic tank cleanout TOT 95.6' SF - square foot INLET INV 95.0' SFH - single family home TOT - top of tank OUTLET INV 94.9' Crewdson Engineering, LLC Civil Engineering PO Box 671389 Chugiak AK 99567 • cellc.1 @outic Cell/Text:907-280-9493 • Fax: 907-688-2295 SWING TIES (feet) A B (E)FC 13.9 14.4 MH 19.6 19.7 S1 23.3 23 DC 31.3 30.1 M1 34.6 31.8 (E)SUMP 72.5 70.7 NOTES 1. The existing drainfield was found to be longer than reported on the inspection report. The following calculations show the existing 40'+ long drainfield is adequately sized to serve four (4) bedrooms. Soils: 135sf/BR and 100sf/BR RA:135sf/BR x 4BR = 540sf (conservative calculation) Minimum Length: 540sf / (6.83'ED x 2) = 39.5' Preuss #4, Block 9, Lot 8 Septic Tank RECORD DRAWING Prepared for: Ryan &Kelly Strong Date:11-1-2025 Permit: OSP251398 Page: 1 of 1 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC O A4.1 Ole�° �sttl '•Jam . Crewdson ;CC 011527ow MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251398 Work Type: SepticTank Upgrade Tax Code Number: 05057262000 Site Legal Address: PREUSS #4 BLK 9 LT 8 G:0056 Site Mailing Address: 10208 PREUSS LN, Eagle River Owner: STRONG RYAN G & KELLY L Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: e11F Delmrtrnellt 10/24/2025 10/24/2026 19600 Non -Public ❑ Water Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Coodinate with On -Site staff regarding preferred method. 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Issued To: CREWDSON ENGINEERING, LLC Date: 10/24/2025 Issued By: Curtis Townsend Date: 10/24/2025 3 MUNICIPALITY OF ANCHORAGE Development Services Department Phone. 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-572-62 Property owner(s) Ryan & Kelly Strong Day phone Mailing address 10208 Preuss Lane, Eagle River, AK, 99577 Site address Same Legal description Preuss #4, Block 9, Lot 8 Number of Bedrooms 3 Engineering Firm Crewdson Engineering Building Permit Number Not Applicable X APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Disposal Field F] Initial ❑ Septic Tank Fx] Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: '? Z'�- Permit/Rush Fees: L_ Date of Payment: Permit No. C) s P Waiver Fees: Date of Payment: Waiver No. Distance: May 2025 Crewdson Engineering, LLC James "Jay" Crewdson, P.E Email: CELLC.1@outlook.com Cell/Text: (907) 280-9493 Civil Engineering October 23, 2025 Municipality of Anchorage On -site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99519-6650 Attention: Curtis Townsend Reference: Preuss #4, Block 9, Lot 8 Emergency Septic Tank Upgrade Permit The soils over the failed septic tank are sunk/depressed significantly and the septic system is beginning to back up into the house. As such, in the interest of protecting the both the public health, and the personal health of the home occupants, we are requesting an emergency septic tank upgrade permit to address the problem as soon as possible. The proposed septic tank upgrade, if constructed as designed; • Will satisfy all code required separation distances, • Will not cause any probable adverse impacts to adjacent properties, • Will not negatively impact existing wells and septic systems on adjacent properties, • Will not be adversely affected by potential drainage that could flow onto and off of the subject property. Please feel free to contact me for more discussion. Thanks James "Jay" Crewdson, PE .. 4 0� me Crewdson,,% C11527 '� Apo AW l� APR 1ONP�.� � XXXX S PO Box 671389 • 18368 Amonson Road • Chugiak, Alaska 99567 ZONING IXSiMT FRONT M ADINO 7.S777ACK SIDE KRDMO SE7EACK REAR BOLD" SEYSAOC ,5990 .5-9147p11. -c �1 �i �o Q �. a w,9[4 OF AQ t � H • y .�lr !� ..... � ames A. C / fn ewdson / [ C115 7law 1 aROFE::,�"�P' Scale: 1 "=30' 1 - Ilk N Emergency Septic Tank Upgrade The soil cover over the failed tank is sunken and the septic system is beginning to back up into the house. Remove: Existing septic tank and discard at an approved landfill. Install: 1. New Greer 1250 Poly septic tank in roughly the same location as the existing septic tank. Provide 3' min soils cover over the tank or insulate with 2" 25-psi min rigid foam board insulation per the code. 2. Insulated 24" diameter manhole riser onto the top of the first tank chamber, and a 4" diameter riser onto the top of the second tank chamber. 3. New double cleanouts in the tank outlet line within 10' of the tank. 4. All risers shall extend to above finished grade. Sebaration Distances: House:10'+, Drainfield: 5'+, Well: 100'+ Inspection Notifications: 1. 24 hours prior to construction, 2. 2 hours prior to Bottom of Hole inspection (prior to setting tank), 3. 2 hours prior to tank plumbing inspection (prior to backfilling above tank inlet and outlet), 4. the same day the project is completed Contact: Crewdson Engineering (907) 280-9493 ;, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION '( · ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON~-SlTE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT '"T~HONE la NEW MAILING AI;NDRESS ~ - ~ ~ ~ LEGA _ ~. A ~ ~ '~ ~, ' NO. OF BE~OMS Well Absorption a~a l Dwelling ~ ~ Materi~ No. of comp~ments ~ ~ Manufacturer ~k Li.. tap.city in gallons inside~ntt~ ~,dth Liquid depth PERMIT NO. Well Dwelling DISTANCE TO: ~ ~ Material Liquid capacity in gallons ~ ~ Manufacturer Nearest lot line I PERMIT N~ Top of tile to finish grade ~ Material beneath tile ~ches Total effective abso~tio~a ~ PERMIT NO. , Length p(~ ~idth Depth ~ Total effective absorption area Type of crib Crib diameter Crib depth ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Cia Depth Driller Distance to lot line PERMIT NO. ~ ~uilding foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE OTHER ' PIPE MATERIALS SOl L TEST RATING ~D" REMARKS ~ I '~. A~OVE~ ~ . DATE LEGAL 72-013 (Rev. 3/7~ ~ FiI::'!:::'L. 1i: C:I::]i",! T L ':: :: ]:!"t" ]' O L. E C:J I::1L. THE !..IiE?',IGTH [::, 1[ ME:lq':::: i O?',! 1t: :ii!; 'THE: L.E.M(:!i-i'H ':11i: N FEET > Cfi::' 'T'HE 'T'i::~:Ef'I 1': I'". OFf: E:,t:~i:F:i 1[ I",!F:' :[ ELD. 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GREATER ANCHORAGE ArEA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456i DISPOSAL SYSTEM -- APPLICATION AND PERMIT INStalLaTiON Of: SEPtiC taNK I (~) O C-) ~c~ SEEPAGE Pit tYPE aND SIZE OF FAC,L,t¥ SE SERVEO '2 DRAIN FIELD , OTHER PERMIT NO. FINANCED THROUGH CO M pL ET~ ON DATE ANT ' C ' PATED ~l ~~ ~ TO BE INSTALLED BY NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY W1LL BE SUBJECT TO PROSECUTION, SEPTIC TANK SIZE '/ ~) ~-~ ~ TYPE ~-E~E AREA SIZE TYPe MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK SEEPAGE PIT ., DRA~N FIELD TO NEAREST LOT LINE. i / WELL TO SEPTIC TANK / C~ SEEPAGE PIT / ("-'~ ~ DRAIN FIELD - { O~ / ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE STREAM. , DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH Airtight REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. LICENSEE) DESIGNEE DIAGRAM OF SYSTEM I CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDl~CE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. //~~~/~ by A & L DRILLING COMPANY .......... u BOX 97, EAGLE RIVER, ALASKA 99577 · TELEPHONE 694-2588 OWNER OF LAND ADDRESS LEGAL DESCRIPTION DATE - Started. PERMIT NUMBER Ended /-'/ DEPTH OF WELL '~/,~ STATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS. PER HR KIND OF CASING KIND OF FORMATION: From /") Ft. to c:~ Ft. From '- } Ft. to / .3"' Ft. From [ .'~" Ft. to ] ~'~t Ft. From / / Ft. to -'} q'- Ft. ~, ..';! 't From ' Ft. to Ft. From "~ Ft. to .)~ .... Ft. From i~' ~; Ft. to '~"~ .Ft. From_ t% Ft. to ~ / Ft. From~~ / Ft. to ~7-i~ Ft. From_ Ft. to.__Ft. From _.Ft. to Ft. From Ft. to_--Ft. From. Ft. to Ft. From Ft. to Ft. From Ft. to. Ft. From Ft. to_ Ft. From Ft. to _Ft From.__ From__ From From From From From Ft. to-- Ft. .Ft. to.__Ft. .Ft. to Ft.. Ft. to Ft. Ft. to Ft Ft. to Ft. Ft. to Ft.. Ft. to Ft. Ft. to Ft. Ft. to Ft. From Ft. to. Ft From Ft. to Ft From_ Ft. to Ft. From--Ft. to Ft From · Ffito ' Ft.: From Ft. to : Ft. From Ft. to___Ft. MISCL. INFORMATION: ' DRILLER'S NAME '" : :;, ,i I::II:::'I::t_ICFINT8ILJ... F:'L]II::f::[EMFIN GEN DEL. E.R. 995}:"2~ L. OGFJ T' ]. OJq Ptq:l l:i:E'.:~;'.~i; L.F:IJ'.,Jl:~i LEGF1L L.8 1!i:9 F'F?.LIi~'.Lr,?, '.::~;,.'"I}" L.O"[ 91215,!;; FEET T"r'I'::'E Ol::' SOIl._ FIE',SORBTiOt',I '.'~;?S-i'EM iS: 'TREi",tCt~I t"1F-I;:-::IHUi'i NUMBER O1':' I:i!:Et}ROOH'.ii; = SOIL f.i~FI'T' I i'-.tt'3 THE RE(;!U :[ REl:) '-:.!; I 2E OF THE SO I L.. F1BSOF::PT i (IN S'¥'ST'EH l':-];: J :]:~ E-:.: ~-:::" '"'!I- tl:-Ii == :_-L.. ;;~Et: L. IEE Ih.,~. ~:/:~}i "' ~'"' F-Ii == ;Z:~ ~i~ ~::~F~-:It ~,~:: tt ...... tE:~ E'.C ii::::~ "F If--Il =.'~- THE Miii:NG"rH [)]:t"iEi'.dSI(::~N tS 't'i.'it'X L..EN('.:i'T'H (]:N FI~:~i....~It...IE TRiEN(:.~ OR · r~-,~: ~::,,~:~::."-I'H ,:::,~: l:.:, a:~:~:N,:::l:-.I ,:::,:: ~:'~"~' :l::~ '~',~: ~:,~s-,'~:~"f~:~:~.~. 'rt-~...:.:.,...,~.:~:l:<:~ ,>:' ~',...,~:: ,-~.:~,,::,,_,~..~::, ,::,~.~::, ~l:..,,~ ~:~:,::,"r",i,:,r.~ ,,~:' '~+l:~ l:~:.::,::::,~,,'-,:,~"]:,:::,N ~ '~::~'.,/':.. / THE Gi:~:8,,, Et.. i)IEI.::'TH ]::.(:; ']'l:.-iE I"1I i',l:l: HLIH E:, E: F" t" t~ OF: GR~E,~_.. BETt~EN ]'HE OLtTFFIL..I:.. P I:i:::'E FII'.,I[) THE IgO'l:"rOM Ol::: 'TT.IE E:qCFtVFt'T'ION ,:: :IN ~Ei]E"F ::,. x~. / / .................................... ~ / FI PF:ICI:(I.:!GL< 1-:' ..t::-ii'-, '[' '" :: .... E',E ! NS]'F:tt.].I_I.~} i::ft' 't"1-.11:~ F'ERM t "i-'1"~.: '" '.E; OF'TI ON E;i_iELJ'ECT' TO ]'HE i:::Ol_.i...ObJ I lq(ii CL')t'-LF.:, I "1'i ONS: \ ~ ../ ::i... E]:'t'HER l::l CI...FI:~;-S I L]l:',i [I N:i~f~F"F:'t';.:(~'~,'EI} F'L.tFI:NT I'"ll::f'r' k3E ?.. l::-I CON"I :[ Nt...ll:31J~i~; HFI I N'i'I:EI',tF-IN~'. ....... E~?:]"I~..]"4'F l Li/1],:-:E:).:]!i...I I Fi:I-_T:,. 1 F' f:::1 MFI t I::IGi:;;flEIEt'II/i",FI:' I':_:': t'.,!( .:;f' ~~'(]i..i f'il::l),' E:E t:;?.1::3]:9_1tl~:[!:[)]"O Ei'-,ILf::IF..'.(::iIE '['l:"lEi: F:I[:': "F.'F'T] "N '::;"r":;: E:I"i '" ';." "r'". HF:I'¥' EE' /~;I..J[:.' .TE:::T TO F:':;iI)SECI I" E':F:ICI<I:': :!: M_. :t: NG Ol::: I::ll",l"r' S"Ri L:'EF'I:::II';YT'i"IENT 1411....L r Vi i N t MIJM [:, I S'I:'RNCE tE~EI'NE: :.t.C'iCt FEE'I' t::Ol:;.". Fi I::'RI',,,'I::ITE WELL LOG'.:~i I:::tt~:".E Oi':' THE 14E]....L C:OMPL.E T .1: ON. t'[ii:CT 'T'O F:I !4E'LL. L'I.._ L OR il" F':[I'-,tF:iI.y ~, IOt',I FIN[:, PFI: [';:.. , L [':':'¥' ]"H ....... i]1'. E I..~(.]N. '"Ii,ID FII",tU '~t',LSI"I'E LE;EWFI(:~iE [,T':',I::'rt':iI:::IL E;'-r'S'T't!3'I :iS 8!:3 FEET i::'l::ll~: t::t PUBL. iC; 14ELL. BE RETUF. fiqE[:' TO "IH[~.: DE::I:::'FiRTI"!EIqT 14iTHii'.~ ]:.~3 Dt::l"?:~i; U f'HER RE[;~U I RtEi"IEI'.,H-S I"1FI¥ I::tI:::'F'L.'./. SPEC )i t::" I CFtT IONS FIN[) CONSTRUCT i O1'.,i D Fi',/I::1:1. L..FiEi:LE "1'O I NSUI:';~'.E F'K:'.OPiER ~- NST'f::ILL. FIT i Ot'.4. THE " Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster 694-2774 SO~L LOG Soils ~t Foundations Performed for: Earl Ellis 688-2280 Land Development Name: /Z~/Z~ ~,(~.~7-~//~/~/ Tel. No. ~qz/ Mailing Address: ~-//~.' .D~,..'z~V/ ~>l~;Z~' X'~_/~'/z~. Legal Description: ~z' ~ ~o~/~ .¢~d~'~ __O~,~- ~ Soll Characteri sttc~ 6 7 . 8 10__ 11 . 13 Z5 16 Ground Water Encountered: Yes~__No._~ Xf yes, what Proposed Installation: Seepage Pit._~___Dr~in Comments: Performed bY~J~' -- .~. (O° -~.- DATE RECEIVED INSPECTION APPOINTMENTS ,(,,,.j( DATE DATE DATE ~s.~cmo~ ms.~cmo~ ~NS~cmoR MUNICIPALITY OF ANCHO~GE ~UNIOIPALITY OF ANOHORAGE DEPT. OF H;:Z:'~ & DEPARTMENT OF HEALTH · ENVIRONMENTAL PROTE~O~NM-;-: % :. ,'5 ~L-CTION  82D L Street - Anahornge, Al~sk~ ~1  ENVIRONMENTAL SANITATION DIVISION REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1, PROPERTY OWNER PHONE MAI LING ADD~ESS P~OPE~TY ~ESIDENT (If different from above) J ' PHONE PHONE 2, BUYER ~AILING ADDRE8~ 3. LENDING INSTITUTION J ~ ' ' J PHONE /¢ c, tic ~/_~. ~rl,. ~ A~. 4. ~EALTO~/AGENT J PHONE MAI LING ADDRESS 5. LEGAL DESCRIPTION Lo-i- $,, g' l £ ? Pr c u r.r STREET LOCATfON 6. TYPE OF RESIDENCE [[~'~'~Si NG'L E FAM I LY [] MULTIPLE FAMILY NUMBER OF~BEDROOMS [] One [] Four [] Two [] Five [] Three [] Six [] Other 7. WATER SUPP~"' ~ INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. Awell Icg is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available.) ~. SEWAGE D,sPosA, SYSTE~, [Z~"~IVI DUAL/ON-SITE** ~ //9 -'~ ~ YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS F-I SINGLE FAMILY [] ONE BI THREE F-I FIVE [~ OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON-SITE DATE INSTALLED~-- [~]PUBLIC UTI LITY Connection Verified INSTALLER []Septic Tank or []Holding Tank Size: //--0(-jO . If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL T,,,.~.~ 4, DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5, COMMENTS [~"~APPROV ED FOR _"~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) E~ DISAPPROVED DATE BY 72-010 (Rev, 6/79) 825 "L" STREET (90?) 2644!i i M,4 YOR ! ?~,i; i ~!!/N t OF liSai_ FF{ Ah!D F:FP~IRONM, ENTAL PROi 6CTIOI', ,'ip:'il :1_6, ] 98/_ Ccaig/I, inda Parke,- 5714 Preuss Lane Eagle River, AAaska 99577 Subject: Lot 8 [3lock 9 Preuss Subdivision Appro'~'al for the ind]vidual sewer and water fac].lit. Jes cannot be granted until the following items have been comple ted: (]_) The water analysis report needs to be deli.vered ho -tb~s offfftce ff~om the Chem Lab, 5633 }~ StreeL, Eot our :review. (2) The septLc 'tank pumped with a receipt submitted to t. his oiffJce. If there are any further c~ues'tions, please call this office at 264-4720. SSncerely, RECEIPT , Date ~'~ ~"~3~ 19 am/ 3867 Recoil, ed From _~?~ --- /~/- >'?...A~ /2._, ~7/~ ~.~ ~. I ~daress ~ '~ ~ - ~ - , J ~ ~,~ ~.- .... ~Dollars $~o. ~ ' _ CCOUNT / · 8K806 Re di~prm ' ~C1pALITY OF ANCHOI~G~ MUNICIPALITY OF ANCHORAGEP ~ _DF,,I~. OW HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL RuI~i~(~MENTAL pROTECTION ) 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION SE? 2 6 1078 Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND S DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPER3;Y OWNER PHONE MA,L,NGAODRE? . ,7/ . PROPERTY RESIDENT (If different from above) PHONE 2, BUYER -- , PHONE MAILING ADDRESS 3, LENDING INSTITUTION / J PHONE MAILING ADDRESS 4. REALTOR/AGENT I PHONE MAILING ADDRESS 5, LEGAL DESCRIPTION STREET LOCATION / 6. TYPE OF RESIDENCE SINGLE FAMILY [] MULTIPLE FAMILY 7, WATEI~ S.~UPPLY J~ ND V DUAL* ' ~[] COMMUNITY [] PUBLIC UTILITY NUMBER OF BEDROOMS [] One [] Four [] Other [] Two [] Five ~. Three [] Six *ATTACH WELL LOG. A well log is required for ail wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM iNDiViDUAL/ON.SiTE~. [] PUBLIC UTI LITY If individual/on-site, give installation date If system (s over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, 72~10(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE r~I~OEIVED iNSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR I NSP ECTOR I NSP ECTQR DIRECTIONS: 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS  SINGLE FAMILY [] ONE THREE [] FIVE [] OTHER MULTIPLE FAMILY [] TWO [] FOUR [] SIX 2. WATER SUPPLY ERM,TNUM.ER '? INDIVIDUAL DEPTH OF WELL [] COMMUNITY Connection Verified LOG RECEIVED 3. .SEWAGE DISPOSAL SYSTEM PERMIT NUMBER '/~INDIVI DUAL/ON -SITE DATE INSTALLED 'EZPUBUC UT UTY Connection Verified , . INSTALLER ~Septic. ~ ..,~,/Tank or E~ Holding Tank //~/ Size:, ¢~ If Tank ~s homemade SOILS RATING give dimensidns: TYPE OF TANK MANUFACTURER TOTAL ABSOBPTIO?'AREA MATERIAL 4. DISTANCES Septic/Holding Tank IAbsorption Area Sewer Line [ Nearest Lot Line I I WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS \~_ APPROVED FOR B~DROOMS [] CONDITIONAL APPROVAL {letter must, accompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION k . 72-010 (Rev. 3/78) FLOOR CORNER ZOWNG ENSTMT FRONT quamiNG SGTSAOK SIDE WXWNQ SETBACK REAR BUILDWO SETSACK [�6 ,58 44' Q I I SURVEY CERWICATIWI Prepored by t PILOT PLAN -0 ..........ese R c b e r' E_ Johns, Jr. & Assoc. 1 h*-. by —my et ! h— ph=y naryd -�essTond Land Swveyors h� f*W�d u" lot d� -d d*..Ibd 4*1 k L��/ F ro%, .Stoblfoh.d W 42 E 12 AVE. ANCH,MGE. ALASKA 99501 am sha.rs an the th. beat of knbMedge -d =,V 1dk­W­ h­ Rec. Lot S.F. Rec. Plot File No. FOUNDATION AS --BUILT 0 1k., hdr.by _rtfly Lh*t :3_rv�vec,: 'drawn by. �j haw psrtdtmad t"tiabwt Checked b , A-5.0' ."y f . ..... ... .... i I"t aid that all th. CFinanetaae and Wo�tln de h— hereonROBERT 4 N oro true and U. .r0GChm_t1 Idet iT, te',,77_77­� �Sl - " "') - 0 5 NvIi 0 0 5 6 5­ 2 4 4 121 FINAL STRUCTURE AS —BUILT D_,Zmnptlon: L ftbwl E. Jh.*, kr., Koby o.�ffy t1;.t haw performed - A—Bulft survey f the r .Ov.tum .n j k_j S �S 4 1, th It and that a the 7-1 dWrW.I­ and fnf�.tf.� - �h­ hereon _d uftt A;— • LOT SURVEY _SURVEY TYPE' • FOUNDATION AS —BUILT SYMBOLS P,25_n.g PRWOUD FINAL STRUCTURE AS—BUILT,f. DRAINAGE ASPHALT 0 FC,'J R-3 'R PLOT PLAN AS —BUILT LOT SURVEY . . . TOPOGRAPHY L­ ;,, , El G -9--& WOOD FENCE CONCRETE EJ AS —BUILT . .. NO CORNWS,5� AS,3UME,.) FLEV, *-X ------- + R �RnHCAnON AS —BUILT . "t,40 CORNERS SFT METAL FENCE WOOD DECK PLOT PLANS & LOT SURVEYS NOTE - IT IS THE RESPONSIBILITY OF THE 'BUILD ' OP CPNIIIER, IR,OR T�D 11 1, , '�SE iM1PR0VE';1At­,' AE3OVE GROUND AND VISIBLE WILL BE CONSTRUCTION, TO VERIFY PROPOSE' 'A'Ct-LS, SEPIPC CI-EANOUTS, SIDEWALKS, DRIVEWAYS, TO FINISHED GRADE AND UTIl jTY CONNIEC, T;'-)NS NN11, APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS EiNTS FROM BEING SEEN AND LOCATED. OR IRESTR!"T"N" _,Em WHICH 00 NOT APPEAR ON THE RECORDED SUHD,IS­CJN I­isE UOTED. UNDER NO '.'IRCUMSTANCE9 SHOULD AEI EE .-N 'OR TFOR ESTA.HLISHING 'BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE IN11TIAL IT,'ANSACRON1 CM.Y NT; F!,NANCAL UA-BILITY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALNN-G. rREPROL"J",710N MAY CAUSE ERRORS IN SCALE.