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RIVER VIEW ESTATES BLK 3 LT 4
Onsite File River View Estates Block 3 Lot 4 #050-721-22 Municipality of Anchorage Page J of 2. DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION " P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .Sud'%,Ol~¢l PID Number: 0.5-0 - 7z I - 2 z Name: ~__~.5./40 ~- MA¢,* 4g~¥ Wastewater System: [] New i~'Upgrade Address: ABSORPTION FIELD No. of Bedrooms: Phone: ~z¢O -/./2Z~ ~ [] DeepTrench l~f Shallow Trench [] Bed [] Mound [] Other Total Depth from original grade: LEGAL DESCRIPTION S°ilRating: (~, ~ GPD/Sq. Ft. Lot: Block: Subdivksion: Depth lo pipe bottom from original grade: Gravel depth beneath pipe Township: ~ Range: Section: Fill added above original grade: Gr~vel length: ~ ' ...... O- I Ft. Ft. Gravel width: t Number of lines: Distance between lines: WELL: ~t5~¢~New ~ Upgrade ~ ~ Ft. ~ ' Ft. Classification (Private, A,B,C): Total ~ ~d To: Total absorption area: Pipe material: A~ p - ~lq ATE ./ Ft. Ft. ~b~.~__ Sa. Ft. Driller: ~ Date Drilled: Static Water Level:Ft. Installer:~ ~oH~T~c~,~ Date installed: ~ 'Yield:/ Pump Set at: Casing Height Above ~round: TAN K GPM Ftc. J Ft. SEPARATION DISTANCES ~Septic ~ Holding g S.T.E.P. TO Septic Absorption Lift Holding Public/Privat~ Manufacturer: Capacity in gallons: From Tank Fietd Stalion Tank Sewer Lines A~O~ ~ ~ J~O Number of Compa~ments: WelY J ~o I~ I~1~ ~ ~ ~1~ Material: ~ ~e~ Su,ac~ ,~ LIFT STATION Water Jo~ Io~1~ .... Lot % Size in gallons: J Manufacturer: Line ~5 -- ~Ol~ ~ ~ ~ ,. Foundation ~ + ~ "Pump on" level at:J"~: High water alarm at: Cudain - ~0 I~ ~ ,O~ -- i~~Electrical Inspections pedormed by: Drain Remarks: BENCH MARK Location and Description: ~¢0. o ~, Assumed Elevation: E ' ;'~' Inspections performed by:~ & ~ ~NelN~E~ING Dates: 1st 7 - fi- ~~ 17034 Eagle River Loop Rend, No. 2O~nd 7 - ] o - sc i~ ~ ROBERT C. COWAN Eagle Fiver, Alaska 9~577 3f4 ~-~l-~f ~t~' ~ ~ CE-8801 Department of Health and Human Services approval ~h~:, t ............... Reviewed and approved by: ate: ~-2~- ¢~ 72-013 (Rev. 9/91) MOA 25 Permit No. SW960169 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 4, BLOCK 3, RIVERVIEW ESTATES S/D PIDNo.: 050-721-22 ST1~ =4' 61' / ST2 EO' 66' DEL! 5' 69' DBL2 4' 69' / ' FD E ..5' 69' MT1 2' 84' CO2 9' 58' MT2 6' 55' " /-fToo/.,.~ / ~k ~EXISTIN( TRENCH NEW 1000 qAL~ FINAL I NO 79-013 A (Rev. 9/91) MOA 25 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW960169 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:CHERRY MARIA L OWNER ADDRESS:PO BOX 771966 EAGLE RIVER, AK 99577 DATE ISSUED: 7/05/96 EXPIRATION DATE: 7/05/97 PARCEL ID:05072122 LEGAL DESCRIPTION: RIVER VIEW ESTATES BLK 3 LT 4 LOT SIZE: 49655 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 (18AACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343 4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: . - ~ ROBERT C. COWAN, RE. ROBERTA. SI-IAFER, RE. June 18, 1996 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN E~TENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & ELOW TEST SiTE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 4, Block 3, Riverview Estates Subdivision Reques% you issue a permit %o upgrade %he sep%ic sys%em %o serve %he %hree bedroom house on the referenced property. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water was encountered in the test hole. The monitoring tube within the test hole has been checked and found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 [ 1" '- 60' SCALE © I LOl SITE PLAN DESIGN Zo 060 lErq ._q © II © 0 0 Z PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 2O ROBERT C COWAN, RE, CIVIL ENGINEERS (907) 694-2979 F~(907) 694-1211 ~ ~,~L~ Township, Range, Section: ~. SLOPE SITE PLAN WAS GROUND WATER A ENCOUNTERED7 ~ IF YES. AT WHAT ~[ ~- DEPTH? ~ pO Depth to Waler AIt~r . ,~[;:,(2-~ b- Date: MonitorinD? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND I ~ .... FT COMMENTS S&$ ""~lUl~ER'"~ , ~//.~_Z/L/~.j~.~/~'-~' CFRTIFY '[HAT THIS TEST W~S PI:RFORMED IN PERFORMED BY: -17034 Eagle River Loop Road No. 204 - " ACCORDANCE WiT~a~ie~q~?ji~S[~ii~i~,~L GUiDELiNES iN EFFECT ON THIS DATE. DATE:' ~'~/ ~"~ 72-008 (Rev. 4/85) HEALTH AUTHORITY APPROVALS SEWE~ &WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE pLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER D~SPOSAL SYSTEM DESIGN ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 4, Block 3, Riverview Estates Subdivision June 18, 1996 GENERAL: Se The scope of this project includes the installation of 1000 gallon septic tank and a leachfield trench to serve the three bedroom residence located on the referenced property. The existing leachfield is to be abandoned as such that it may be used in the future. The existing 1000 gallon septic tank is to be excavated, pumped, crushed, and abandoned completely. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two Lot 4, Block 3, Riverview Estates Subdivision June 18, 1996 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers 'the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 4, Block 3, Riverview Estates Subdivision June 18, 1996 De Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: TvDe of PiDe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the %200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four Lot 4, Block 3, Riverview Estates Subdivision June 18, 1996 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection [s to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 4, Block 3, Riverview Estates Subdivision June 18, 1996 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER '~: -~ MUNICIPALITY OF ANCHORAGE '.;C~ '~'i', DE PA RTMENT OF HEALTH & ENVIRONMEN TAL PRO T ECTION .~i ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorag0, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL DESCRIPTION LOCATtON ~ DISTANCE TO: ~ Well [ Absorption area ; Dwelling / PERMITNO. ~ ¢ ~¢~ ' Material ~ 4 N°' of compartments Liq. capacity m gallons ~ Inside length Width _. /~O IF HOMEMADE: ~ ~ Liquid deptb ~O~ DISTANCE TO: Cell ' - ~Dwelling PER~ITNO. O~< Manufacturer /~. % ~ Material Liquid capacity in gallons Ne. of lines Length of each line f Total length of lines ~ Trench width Distance between lines ~ Top of die to finish grade _ ~ ~,,, Material beneath tiie Total effeoti,e absorption area Length -' Width - ' Depth 2.¢ inches ~ ~ PERMIT NO'. < P Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line m DISTANCE TO: ~ Cla~s Depth Dril~e~ Distance to lot line ' PERMIT NO. ~ DISTANCE TO: Building , Sewer line Septic tank Absorption area(s) OTHER .... SOl L TEST RATING ¢~ REMARKS .~ ~; APPROVED DATE LEGAL" " 72-013 (Rev. 3/78) .......... .:,, ,:, . !::il :J::::;; O & E ENL,,NEERING & DEVELO, Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 MENT CO, l~ussell Oyster 694-2774 Performed for: Name:_ SOIL LOG Mailing Address:_ , / /I¢~ 4;-~-~"-/d ~-~.z' £~ Legal Description: Earl Eifi 688-228u Depth (feet) Soil Characteristics 10 PLOT PLAN 11__ 12___ 13__ 14__ 15.___ 16___ Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments:. '~/..~'Z¢- ~-~-~(_G- Performed by: PERC. TEST No If yes, what depth_ ,/,~.~/j D rain Field_ Date: OWNER OF LAND ADDRESS LEGAL DESCRIPTI DATE. -Started — PERMIT NUMBER KIND OF FORMATION: From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From 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 Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. MISCL. INFORMATION: r r l i f i rb Britt tn i[ CIPPT. O H ANCHORAGE DEPT. OF HEALT & RONMENL-i- by A& L DRILLING COMPANY APR 1 0 11981 BOX 97, EAGLE RIVER, ALASKA 99577 • TELEPHONE 694-2588 RECEIVED Ended DEPTH OF WELL STATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS. PER HR KIND OF CASING 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 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 Ft. to Ft_ DRILLER'S NAME R~prJ.1 28~ 1978 9957'7 oubjec.l:~ Permit Expiration A }.)ez.~mii: issued by J'' ~I ~ ~ ~''*XU de'partrm:.u~t for well and/or on-site sewer Jns'LalLation on Lot 4 Block 3 River View Estates ~hlbdivision has expired sil'lc~ the i~sue date exceeds one(l) year ~ ~fn the ew~nt you still plan to inst:all the well and/or on-site server system~ a ne%,z permit is rc~quiredo The original soil test may be used to obtain a current po. finite Zf the well has been drilled, a ~,;el_! 1o9' should be sent to this ¢tepartmont to ctoc~nuent the installa.Eion date, If you have any questions regarding the above matter~ }please contact this office t~muediately at 264-4720, Since.~ely ~ I"1 ]~ 1"4 ]~t"IUH I) ;ii S;'I"F:IN(i;:Ii~:; li!~l:i;~t"l.,.lli~ili~]l'.,! F:I I'.lli~l...I.. FIND FtI'.,I'./ I'" i,.,I..~di: I.,.lt~i;I..I .... 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':F:' ~,~t.T,~'.I~"I"HI:~: I;"'j' ':'F:"::' Certificate of On -Site Systems Approval Parcel I.D. 050-721-22 Expiration Date: N)l 0 V o� 5 /P � 0 Q 1 Complete legal description River View Estates Sub, Block 3, Lot 4 Location (site address) 7039 Waterfall Dr, Eagle River Current property owner(s) Frank & Jill Sobottka Day phone Mailing address Real estate agent 7039 Waterfall Dr, Eagle River, AK 99577 Teresa Bell 2. TYPE OF DWELLING: Fmil Single Family (w/wo ADU) F] Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Day phone (907)240-2248 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well W Private Septic FE -1 Water Storage 0 Holding Tank 1:1 Community Well 1771 Community El Public Water System 1771 Public Sewer El Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA # 05C219 qqG Waiver # 5. 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 number 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Forge Engineering Phone (907) 522-7773 Address 1399 W. 34th Ave Suite 101, Anchorage, AK 99503 Engineer's Printed Name Benjamin Schiller, P.E. Date 7/21/21 CO ,x:49 _ 6. DSD SIGNATURE " "'� ' ' r;' System #1 Approved for 3 bedrooms `"" ' BenjarrilwSchiller 92 System #2 Approved for bedrooms 7/21/21 Disapproved Disapproved ���� PRFEESS O Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: 0A 5 o?0a % The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSA Checklist blue sheet Nitrate Advisory Arsenic Advisory Other 17" 4 _ )C COSA Checklist yellow sheet COSA Checklist Legal Description: Parcel ID: If more than 1 septic system on lot: COSA Checklist # of 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 of Sample Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic tank Standpipes/foundation cleanout per record drawing Date of pumping C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION 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 Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date Results Pass For bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies: River View Est Sub, B3 L4 050-721-22 ■1.0 *11/1977 140 17 ■ ■ 26 Forge Engineering 6/7/21 6.8 7/20/21 *Well log illegible, data from old COSA 25 Septic/Steel 51 ■ 7/16/21 Sanitary Pumpers Shallow Trench 7/9/96 6/7/21 ■3 7.1 0 3.0 451 0 ■ ■ 1440 0 >450 ✔ COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to:(Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’Yes if No ft Absorption Field on Lot > 100’Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/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 From Septic/Holding Tank on Lot to:(Please enter distances if less than required) Building Foundations > 10’Yes if No ft Property Line > 5’Yes if No ft Absorption Field > 5’Yes if No ft Water Main > 10’Yes if No ft Water Service Line > 10’Yes if No ft Surface Water > 100’Yes if No ft Wells on Adjacent Lots: Private Wells > 100’Yes if No ft Community Wells > 200’Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to:(Please enter distances if less than required) Building Foundation > 10’Yes if No ft Property Line > 10’Yes if No ft Water Main > 10’Yes if No ft Water Service Line > 10’Yes if No ft Surface Water > 100’Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’Yes if No ft Community Wells > 200’Yes if No ft F. ENGINEER’S COMMENTS G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 7/21/21 ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904 On‐Site Water and Wastewater Section Fax: 343‐7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org Septic Tank Advisory Certificate of On‐Site Systems Approval # OSC211446 Subdivision: River View Estates Block:3, Lot: 4 The septic tank for this property is 25 years old. The average life for a steel septic tank is 20 years. Typical replacement costs range from $7,000 to $11,000. This advisory must be attached to all copies of the subject Certificate of On‐Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. 10 0 ' W E L L R A D I U S Lot 4, Block 3 River View Estates Subdivision 49,655 Sq. Ft. +/- 7039 Waterfall Drive 2 Story Wood Frame House With Attached 3 Car Garage E G T T E S SSSSS SS W T 20' U T I L I T Y E A S E M E N T N6 1 ° 0 0 ' 0 0 " W 6 5 . 0 0 ' N76° 0 8 ' 3 3 " W 8 3 . 0 0 'N38° 05' 35"E 313.54'S54° 0 3' 0 8" W 2 6 6. 6 8' S 4 6 ° 4 5 ' 2 0 " E 1 8 9 . 0 0 ' L=25.58 R=50.00 10' UT I L I T Y E A S E M E N T 33.620.3 34.3 1.7 32.1 25.0 32.8 6.4 12.0 4.0 16.3 8.2 SHEDS PAV E D D RI V E W A Y LOT 5 LOT 6 LOT 344.062.95 9 . 6 8'x8' SHED ℄ WA T E R F A L L D R I V E 30'R.O.W. 2nd STORY DECK S SSS PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. July 20th, 2021. Legend: Scale 1" = 50' Gas Meter Electric Meter/Outside Power Deck Septic Fence S G E Lot 4, Block 3 River View Estates Subdivision General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Morgan Michelsohn 21-480 07/23/2021 75-131 357 Satellite E T W Elec. Pedestal Water Well Tel. Pedestal x STA T E O F ALA S K A49 TH ROYEVRUSDNALLANOISSEFORP DERE T S IGER Pierre M. Stragier NO. LS-9812 08/25/2021 Sign MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage. Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING -"7~ - -~ ~ HAA# 1. GENERAL INFORMATION Complete legal description Lot 4; Block 3~ Rive,rvi2w Location (site address or directions) HH,'.,~ L')ater~a,?¢?, Drive, Eag.~e. River, AK Property owner Mailing address Lending agency Mailing address Ge.no'& P.O. ~o:~ 77196~ Eaq,?,e. Rive.r ~ Day phone A,K 995''~'// Day phone 240-~228 Eva Loke.~/VISTA REAL ESTATE Agent Address I~635 Cente.;~i/,.Leld Drive. Eagle River~ Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well ,,,,X Community well NOTE: Day phone 689-6464 AK 99577 Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1t91) Fronl MOA~21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein, lfurtherverifythatbased 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S ENGINEERING 17034 Eagle River LOop Road No. ;ZU~ Phone ~ ~/-/- ,~- cl '7 d~' Address Eaqle River! Alaska 99577 ~.~ Engineer's signature - ,-'~/'~ ~/ Date DHHS SIGNATURE Approved for J~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional~ Comments Date _.7- .2.~-- The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA ~1 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division JUL 2 4 1996 RECEIV 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist Legal Description: Parcel I.D.: A. WELL DATA Well type L fc~,W^'T¢ Log present (~IN) ¥ ¢' .5 Total depth i Ho Sanitary seal (~N) Date completed Cased to 17 ¢,¢, Date of test Static water level Well production' WATER SAMPLE RESULTS: ' Coliform Date of sample: g.p.m, if A, B, or C, attach ADEC letter. ADEC water system number /I /77 Casing height (above ground) Wires properly protected ~YN) FROM WELL LOG AT INSPECTION ,'/1'/ H.O g.p.m. (.,),I00 /,~,~//~.. Other bacteria ~-' Co,ected by: j B.~HOLDING TANK DATA Date installed -7 L I~ - qg Tank size Iooo ~Number of Compartments '7~ Cleanouts ~N). "/ Foundation cleanout ~/N) V (F~'~P/~r/~%bePression (Y~ Date of P(jmpi'ng -- ¢~'~ Pumper C. ABSORPTION FIELD DATA Soil rating (g.p.d./fF or fF/bdrm) Gravel thickness below pipe. Monitoring Tube present {~) ~ Results (Pass/Fail) ~ Date installed Length. ~"7 Width Effective absorption area .66 Date of adequacy test k~ 6~ Fluid depth in absorption field before test ( n.); Fluid depth. ~ (ins) Minutes later: High water alarm (Y~__} /~ O. ~ ¢/~&~. System type "F'~.~¢c44 . Depression over field (Y/,~). r4 For ~ bedrooms Immediately after ~ gal. water added (in.): Absorption rate = ~ g.p.d. If yes, give date Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* D, LIFT sTATIoN Date installed Manhole/Access (Y/N) High wat~ C~ted Size in gallons ~ "Pump on" leveJ_at,~----~ "Pump off" level at* *Datum SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: ~holding tank on lot I co ~ +. Absorption field on lot icC ~ + Public sewer main ~ /A Sewer/septic service line ~ I~_ On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM~HOLDING TANK ON LOT TO: Foundation .5o~ 4- -- Property line 7~ ~..~ Water main/service line Io~q- .Surface water/drainage /co I,~ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface water Curtain drain ENGINEER'S CERTIFICATION Building foundation Absorption field Wells on adjacent lots Water main/service line Driveway, parking/vehicle storage area I Wells on adjacent lots ) o o ~ I certifythatlhave determined thru field inspections and reviewofMunicipalrecord~~ in conformance with MO~ NAA guideJJnes in effect on this date Signature ~~. ~ ' Engineers Name /~ ~/J~..~ ~ ~. HAA Fee $ ,,"'~ Date of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number CT&E Environmental Services Inc, Laboratory Division F~'~',~f~'a~'~'alr~'~'~l~r~r~'~'~~,;'~-;;: 200 W. Pol~er Driv,. Anchora90, AK Tol; (907) 562-234.3 Fsx: {907) 561 -5301 962780.96278000 l ~/2 B3,Rive~wiew E~t, D_dnkmg Watex Collected Date 07/10/96 Technlcal Dh-error: Stephen C. E,':c. ReleasedBy ~ - ., .- /~, Results QC POL Unit~ Hethod A[lowabte Prep Limits Oate 0.100 mg/g EPA 55~.2 co~/100mL $M15 ~222B 6 08 u/o COLI · ~;'.CiLRIE$ IN ALASKA CALIFORNIA, FLORIDA. ILLINOIS, MARYLANO, MICHIGAN, MISSOURi, NEW JERSi!Y, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 050-721-22 1. GENERAL INFORMATION Complete legal description HAA # River View Estates, Lot 4 Block 3 T14N R1W Sec.20 Location (site address or directions) N'I4N Watc, rfal] Drive, Eagle River: AK Property owner Dan Reed Mailing address ~4r' Re,. Rnx 9360, E, ag]e RiVeT', AK Lending agency N/A Mailing address Agent N/A Address Day phone 696-0064 99577 Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well X NOTE: Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system, TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site NOTE: Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) F~ont MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/orwastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverffythat 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 in compliance with all rvlunicipal and State codes, ordinances, and regulations in effect on the date of this inspection. EAGLE RIVER ENGIi'JEERING SERVICES Name of Firm E~,GLE R!VER, AK q.q577 Phone Address P, 0, BOX 773294 0~4-5195 Engineer's signature ~ Date .~./"/~///~ / DHHS SIGNATURE Approved for ,-~ Disapproved. Conditior~al approval for bedrooms. bedrooms, with the following stipulations: By: The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91} Back MOA To EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-53.95 Date Subject LETTER RECEIVED APR ~ 0 19'~1 ~4ur~i¢ipahiy of Anohorage Dept. Health & Human Services [] Please reply [] No reply necessary SIGNED MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage. Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION ~_ ~,~_ Complete legal description Rive~/±ew,~,~v~,~-'-~,.,,-, Lot 4 Block 3 Ti~N R1W Sec. 20 Location (site address or directions) NHN Waterfall Drive, Eagle River, AK Property owner Mailing address ~ 8~, Lending agency N/A Mailing address Dan Reed ~q3RN, R~I,~ River, AK Day phone 696-006~' 995?7 Day phone Agent N/A Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well NOTE: X Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site NOTE: Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1191) Front MOA #21 5. 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 of this Health Authority Approval application shows that the on-site water supply and/orwastewaterdisposalsystem is safe, functional and adequate for the number 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 in compliance with all Municipal and State codes, · ordinances, and regulations in effect on the date of this inspection. Name of FirmEagle River Engineering Services Phone 694-5195 Address P.O. Box 773294. Eagle River. AK 99577 Engineer's signature ~~-~~ Date .~.//~-~//?/ 6. DHH$ SIGNATURE Approved for bedrooms. Disapproved. ~ Conditional approval for ~ bedrooms, with the following stipulations: 'f-'%'JliI']i The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does th is as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72~25 (Rev. 1/91) Back MOA #21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Z-o t' ¢' ,d"?.~S ,,/~'~,,,A-, r..,/~ ~r:ff. Parcel I.D. A. WELL DATA Well type /'¢x~,,,~¢¢~ tf A, B, or C. attach ADEC letter. ADEC water system numbe Log present (Y/N) /v' Date completed //,/-'-z'z,/?'7 Driller Total depth /z,,~, Cased to / ;~" /¢~/,-',,~-,'~ Casing height Sanitary seal (Y/N) ¢J/ Wires properly protected (Y/N) Date of test Static water level Well flow Pump level FROM WELL LOG AT INSPECTION ~ O g.p.m. ~' ";' g.p.m. SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot //~7 / Public sewer main "'~"/.'~ Public sewer service line ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform Date of sample: B. SEPTIC/HOLDING TANK DATA Date installed Cleanouts (Y/N) High water alarm (Y/N) Date of pumping Nitrate "'" ~./'-- Other bacteria Collected by: Tank size _/~'~ ~¢~-g-- / Compartments Foundation cleanout (Y/N) / Depression (Y/N) Alarm tested (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot /~¢) / To property line ~'/ / Surface water/drainage On adjacent lots '/-'/~ Absorption field Foundation ~'3- / Water main/service line ,-~ / 72-026 (Rev. 3/91) Front MOA21 CONTINUED ON BACK PAGE C. LIFT STATION Date installed ~/~//~¢/,;~.x Vent (Y/r~2~ c. , ~ ~ "Pump on" level at High wat~~vel ___~ Meets MOA electrical codes (Y/N) Manufacturer Manhole/Access (Y/N) _"Pump off" level at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed ,,/¢¢%.~. Length 5"-/ / Width g~¢ '" Total absorption area Depression over field (Y/N) Results (pass/fail) Peroxide treatment (past 12 months) (Y/N) Soil rating /~, ~, System type Gravelthickness '~'" Totaldepth d'" Cleanouts present (Y/N) Date of adequacy test '////?/~'! for ~ bedrooms If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot //~ / To building foundation On adjacent lots Surface water Curtain drain On adjacent lots .,"- ,"-'" / Property line ,-~"¢' / To existing or abandoned system on lot /¢/,4 Cutbank /¢'/,4 Water main/service line /¢¢ · Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature Engineer's Name Date HAA Fee $ / Waiver Fee: $ Date of Payment //'- ,~..~- ~' / Date of Payment Receipt Number ¢-~ ;~ ~--¢'¢/ I~') / ¢/) Receipt Number 72-026 (Re¥. 3/91) Back MOA 21 ' .' ".:A DIVISION OF COMMERCIAL TESTING & ~.,,=~,,, . ~HEM~CAL &: G,EOLOGICAL LABORATORY ~1 ~k~ ENGINEERING ~ 5633 BI~TREE¥ ANCHORAGE, ALASKA 99518 TELEPHONE (907) 502-2343 FAX:(907) 561-5301 ~ --' Data ~po~t Pztnted: AP~ ~0 91 P~SID tO~ Client CoLt,teed AP~ ll 9t I 15~t4 hze, BP0 I }nalyeie Co~plete~ :AP~ 19 91 :E}OLE RIV£R :LOO Chemlab Bet l, 911519 Lab S~p! ID: I Nat[ix: i11o.able Parameter ~e~te& 8e~ult Urdt~ ~thod Ltmtt~ NITRME-M 0.26 ~/l EPA 353.2 Sanple ~OU'fl~[ SII4PL[ COLLIC~ID M: ~.~. N&" ~ot ~nalyzed L~-L~{! Thnn, O~-G~eater ~hen A Eagle River Engineering Services 11940 Business Blvd, Suite #205 P.O. Box 773294 Eagle River, Ak. 99577 694-5195 Fax 694-3297 Legal: ~d¢¢- z/ zf,/,/r -~ ~ ~-',e% ~/~--rx*-~/ - Owner: Z::2-~, ,,¢e¢_~.~ Date: '¢'/¢ ~/"~,' IType of test: [] Well Flow Test [] Septic Test Only .IE~Well & Septic Test [] Other: Meter donitor Well Tank OPM PSI Remarks' Time Reading Level Level Level /,'~ ~:~ ~,.:~ (,, ., ,.. , > ..,~ ~ ~,',:~..:, : ..., ,~ ~ ;~ ~X. PF ~~-~' .:~.~. ~.,.~ ~ ........ .~¢" 3,'22- ~ 7 //, APPLIC NT FILLS OUT UPPER HAL" ONLY Mailing Address ~~.~ ZiP Code , Buyer ! Lending institution Phone // /i/t Zip Code Address x , ~ ' "-' Phone Realty Co. & Agent Address Zip Code Legal Description Type of Residence i~. SinCe Family4.. [] Multiple Family No. of Bedrooms [] Other Water Supply individual ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. Community For wells drilled prior to that date, give well depth (attach Icg if available). L~ Public Utility Sewer DisRosal ~'~- i~i~,idual Year Individual Installed: [] Public Utility When Connected to Public Utility: ~?olding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQ~JEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspeclor Inspector Inspector Inspector Soils Rating Date ~wer Installed Well To Absorplion Area Well Log Received ~ '-- ~ LC Well to Tank Septic Ta, k Size L3~ct3 )tP:?] ]/!~/'n",~,~