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HomeMy WebLinkAboutVALLI VUE ESTATES #1 BLK 1 LT 3Valli Vue Estates #1 Blk 1 Lot 3 #015-311-04 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241056 PID Number: 015-311-04 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name ANN & MALCOM FULLER ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 6855 DOUBLE TREE COURT, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPDISF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot VALLI VUE ESTATES #1 1 3 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 Line Ft2 Ft. i Well 200'+. -- 25'+ TANK ® Septic [IS.T.E.P. ❑ Holding ElOther Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+' -- Material HDPE Number of compartments 2 Lot Line 1 Q'+ -- NA Foundation 1 Q'+ LIFT STATION Manufacturer Capacity Gal. Remarks DEEP BURIAL HDPE I PLASTIC TANK Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer JRS Drainfield CO/MT 3034 Inspector FWCS BENCH MARK (Assumed elevation) 100 ft ection Inspection 15' 5/20/24 d 5/21/244 Location and description _.___.--_----------.... 2 3rd 4th BOTTOM OF SIDING ON -SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date TH -- ._ - --- -------- _ ..... .... . ......... Septic Syste $ Curtis Huffman / Approved - , �� �'F,' . CE 128991 �, Date d� r - 624 //6/•' c�� '• .. 24 OPROFESSi6A.�.'�' Note: this approval does not include well permit requirements. ��`��.,�•�'*► (Rev 05/02/18) PID:015-311-04 PERMIT:OSP241056 FIRST WATER CONSULTING VALLI VUE ESTATES #1, BLOCK 1, LOT 3 -- DOUBLE -------TREE _ COURT THE INFORMATION HEREON IS FOR THE USE OF LENDIN6INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONIN6 ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE: FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. BY IVOR OF 7-25-1952, GE 87 ASEMENT -CTRIC, 6, PAGE EAST 10' 2-7-1984; 'AGE 235 o�����00 0 — OF q / %%% a��P s�f-OG TH* 49 oO 9N SHANE A. HOLT OQp P LS-6914 ..... Q4a10 6 o Pofessionak _o ASBUILTSURVEY I ff = 30` NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 3, BLOCK 1, VALLI VUE ESTATES NO. 1 ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS _23 RD DAY OF MAY , 2024 HOLT LAND SURVEYING 9309 GROVER DRIVE ANCHORAGE,AK 99507 223.8615 11874, FB 150-63 237-10 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: OSP241056 Work Type: SepticTank Upgrade Tax Code Number: 01531104000 Site Legal Address: VALLI VUE ESTATES #1 BLK 1 LT 3 G:2539 Site Mailing Address: 6855 DOUBLE TREE CT, Anchorage Owner: FULLER YVETTE ANN & Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 0 f� Department 4/29/2024 4/29/2025 20002 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private 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. Provide notification by calling (907) 343-7904 (24/7). 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 i Reeeived--By: S 5yed 4o Date: Issued By: ,f% Date: Zq 2 3 MUHMPAU TV OF/L'\HC H o0 -D �\ G[E L� ,=3 Development Services Department `,_ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-311-04 Property owner(s) YVETTE & MALCOLM FULLER Day phone Mailing address 6855 DOUBLE TREE COURT, ANCHORAGE, AK 99507 Site address 6855 DOUBLE TREE COURT, ANCHORAGE, AK 99507 Legal description (Sub'd., Block & Lot) VALLI VUE ESTATES #1 BLOCK 1, LOT Legal description (Township, Range & Section) Lot Size 20,002 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank El Upgrade El Duplex (D) El Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 2.zs- Waiver Fees: Date of Payment: v I Z/ 2v L Date of Payment: Receipt Number: Receipt Number: Permit No. _i)SP;2N 1056 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! April 19, 2024 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: VALLI VUE ESTATES #1 BLOCK 1, LOT 3 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1500-gallon HDPE tank per the attached design to serve the existing 4-bedroom residence. A 1500-gallon HDPE tank is to be installed for current functionality and future consideration or flexibility. No groundwater was noted in the MOA on-site file, but if groundwater is encountered during installation an epoxy coated steel septic tank may be required. The lot and area are served by public/community water and any encroaching wells, easements, … must be staked prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241056, Deb Wockenfuss, 04/29/24 FIRST WATER CONSULTING NO WELLS WITHIN 200' OF PROPOSED SEPTIC TANK VALLI VUE ESTATES #1, BLOCK 1, LOT 3 DESIGN DETAILS: NO KNOWN GROUNDWATER. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241056, Deb Wockenfuss, 04/29/24 GRU--�r,,R ANCHORAGE AREA BOV"WH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME '�TEYCG�lS/ MAILING ADDRESS 'SDK 36Z: -S 9 /�A)r.H PHONE LOCATION /0 wzlL V �• 1-7'eaq LEGAL DESCRIPTION 10r 3 Val-" SEPTIC TANK: DISTANCE qq,�,,,,,,,,__ ��,,� uL l9oq,-5D NUMBER OF FROM WELL ml2k. MANUFACTURER MATERIAL �'2� COMPARTMENTS / INSIDE LENGTH ` INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 1�; O GALLONS. SEEPAGE PIT: r r i NUMBER OF PITS DIAMETER — OR WIDTH/Z- , LENGTV , DEPTH 9 LINING MATERIAL 40113(601e- CRIB SIZE: DIAMETER -y /DEPTH d / DISTANCE FROM: WELL LVr hl / TOTAL EFFECTIVE BUILDING FOUNDATION, NEAREST LOT LINE " ABSORPTION AREA (WALL AREA) ,-1-ff SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE CONSTRUCTION Ll BUILDING NEAREST FOUNDATION—,LOT LINE DEPTH NEAREST SEPTIC SEWER LINE—,TANK- DISTANCE FROM: SEEPAGE SYSTEM - CESSPOOL ,e OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES:DIAGRAM OF SYSTEM INSTALLED BY: J ✓ ed vice PIPE MATERIAL: LW 0 /14%n �0 �I /2 a /Y •,�` .ail"L I/aeJr 64 LOT SLOPE: REMARKS:-�T&A r- `/ ai.[m U DATE��,, . /g7 APPROVED G.A.A.B. Form No. EQ -031 GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 PERMIT NO. -- 4,+m nrt SEWAGE DISPOSAL SYSTEM ® APPLICATION AND PERMIT NAME OF APPLICANT Sy�f MApILyI�NG/ ADDRESS � PH NE INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT_ DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED��y/ FINANCED THROUGH �j TO BE INSTALLED BY SOIL TEST RESULTS O� / �y NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. � SEPTIC TANK SIZE(-�` TYPE _L�Gs d��/ SEEPAGE AREA SIZE �C �Z� TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM d/ FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT �O / DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK. SEEPAGE PIT -212 DRAIN FIELD TO NEAREST LOT LINE WELL TO SEPTIC TANK T� SEEPAGE PIT —• DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK / SEEPAGE PIT DRAIN FIELD . SEPTIC TANK,/ "-�. SEEPAGE PIT /DRAIN FIELD TO RIVER. LAKE, STREAM. 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. G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE BOROUGH ORDINANCE NO. 2868 AND THAT THE ABOVE �1 GREATER ANCHORAGL AREA BOROUGH DEPARTMENT OF ENYTRONMENTAL QUA.L.TTY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed FortQ'-'Cz_ ! �I, , Dated Performed Legal Description: Lot Block 1 _Subdivision 7,LCGc-2J«._ This Form Reports Soils Log_ d__ I __Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System Depth Feet Soil Characteristics 1— (l (un 5 0 i 2- 3- 4- 5- 6- 7- 8- 9- 10- 11 12- 13- 14— Was -3- 4- 5- 6- 7—B- 9- 10- 1112- 13- 14— Was Ground Water Encountered? )ia If Yes, At What Depth? S/ Op F %adann M NIP Percolation Rate Minute Proposed Installation: Seepage Pi!t Drain Field Depth of Inlet _ _ __Depth to Bottom of pit or Trencfi — COMMENTS: Test Performed _Date Certified BY: Date: Reading Date Gross Time Net Time Depth to H2O Net Drop Percolation Rate Minute Proposed Installation: Seepage Pi!t Drain Field Depth of Inlet _ _ __Depth to Bottom of pit or Trencfi — COMMENTS: Test Performed _Date Certified BY: Date: MUNICIPALITY OF ANCHORAGE Development Services Department �., = _ ", Phone: 907-343-7904 On -Site Water & Wastewater Section ���' Fax: 907-343-7997 Parcel I.D. 015-311-04 Certificate of On -Site Systems Approval Expiration Date: 5/21 /2025 Legal description VALLI VUE ESTATES #1 BLK 1 LT 3 Site address 6855 DOUBLE TREE CT Anchorage AK Current property owner(s) ANN & EARL FULLER X The On -site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 6/17/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services 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 work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-311-04 Complete legal description VALLI VUE ESTATES #1 BLOCK 1, LOT 3 Location (site address) 6855 DOUBLE TREE COURT, ANCHORAGE, AK 99507 Current property owner(s) ANN & EARL FULLER Day phone 2. ON -SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units 0 Community Well or Public ❑ water Storage 4. TYPE OF WASTEWATER DISPOSAL: Z Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel M Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench N Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: 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 $ Date of Payment COSA # QeC 'aLk 11 Waiver Fee $ Date of Payment Waiver # COSA Application.doc COSA Checklist copy.docx COSA Checklist Legal Description: VALLI VUE ESTATES #1 BLOCK 1, LOT 3 Parcel ID: 015-311-04 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER 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 NA 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 NA Date of pumping NEW TANK Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 9/10/1974 ALL standpipes present per record drawing Total measured depth from grade 10.3 ft (max) Measured depth to pipe invert from grade *4.5 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). 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 2000 gallons 4/15/24 date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 4/16/2024 Results Pass Fluid depth prior to test 30 in Water added 650 gal New fluid depth 55 in Elapsed time 1390 min Final fluid depth 30 in Absorption rate 450 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 72in (MOA 6’ ED) Effective depth used 32 in (Missing ED + Final Fluid Depth) Effective depth remaining 40 in Comments/Deficiencies: Approximate total measured depths from existing grade. * Invert & ED per measured shots from top of crib to bottom of crib and appears approximately 0.2’ or 2” ED is missing. COSA Checklist copy.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA 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 N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 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 > 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 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 FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6/6/2024 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. 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 in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 6/6/24 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 d/ Anchorage, AK 99519-6650 , www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-311-04 COSA# t 1 �yC� aS Cy��11 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address 6855 DOUBLE TREE COURT * ANCHORAGE. AK * 99507 JAY LIGGETf Day phone 346-9440 6855 DOUBLE TREE COURT * ANCHORAGE, AK * 99507 Day phone Real Estate Agent CLAIR RAMSEY W/ DYNAMIC Day phone 261-7552 Mailing address 3111 C STREET * ANCHORAGE, AK * 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class A Well Community On-site ❑ Public Water System ❑ 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 samples. (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 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. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: in conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system.will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal tight whatsoever. 5. DSD SIGNATURE IG Approved for Disapproved. Conditional approval for Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory bedrooms. bedrooms, with the following stipulations: By: (Rev. 1 V05) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of Anchorage • Development Services Department g Building Safety Division On -Site Water & 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 CHECKLIST Legal Description: VALLI VUE S/D #1; BLOCK 1, LOT 3 ParcellD: 015-311-04 A. WELL DATA ICOMMUNITY WATER Well type COMMUNITY If A, B, or C provide PWSID# 210605 Well Log (YIN) Date completed Sanitary seal (Y/N)_ Wires properly protected (Y/N Total depth ft. Cased to ft. Casing height (abo rouhd) in. FROM WELL LOG AT I CTION Date of test Static water level ft. ft. Well production WATER SAMPLE Coliform colonies/100 ml. Nitrate mg./L. Collected by: emc: ug./L. Date of sample: B. SEPTIC/HOLDING TANK DATA *INSIDE HOUSE Tank Type/Material SEPTIC/STEEL Date installed 9/10/1974 Tank size 1250 gal. Number of Compartments Foundation cleanout (Y/N) *YES Depression over tank (Y/N) 12 Cleanouts (Y/N) YES High water alarm (Y/N) N/A Date of pumping 6/16/2011 Pumper ISAACS PUMPING C. ABSORPTION FIELD DATA Date installed 9/10/1974 Soil rating (g.p.d./ft`or /bdrm 85 System type SEEPAGE PIT Length 12 ft. Width 12 ft. Gravel below pipe 6 ft. Total depth *10.75 ft. Eff. absorption area 288 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 9/15/2012 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test3s in. Water added **620 gal. New depth **43 in. Elapsed Time: = min. Final fluid depth **43 in. Absorption rate >= 450+ g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date **LAST 490 GALLONS CAUSED NO RISE IN LIQUID LEVEL. DRAINFIELD ABSORBED OVER 490 GALLONS DURING TEST. D. LIFT STATION Date installed Size in gallons�.�Highwatercalearsm(yle�vel cs "Pump on" level at in. "Pump off' level Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on Public sewer main Sewer /septic service areas On adjacent lots On adjacent lots manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 01F i certify that t have determined through field inspections and *%' y n review of Municipal records that the above systems are in b conformance with MOA COSA guidelines in effect on this....... ... _ .. , , , . f date. � QO � �.J f A. G rness.• JEFFREY A. GARNESS Q a CE -79513 ` m� Engineer's Printed Name 00 �Pd .�.� coo Date � Z 40�p Orofesslo COSA Fee $ 4a0>cJ Date of Payment X19, Receipt Number M47A �� (Rev. 11105) Waiver Fee $ Date of Payment Receipt Number 77— it It IF A S!i etc h — a + . . . . . . IFEWWtLy 70 91.'3 AyY. M VWN ....... . PLAT, ARC NOT $Hq-yyA.Mk Built, HOAAmrt .141 7No, 05 F." No. 29 t 7 i 1- Z/1 I Woo, c.lify 'h"1 bl" cwh".d (h, I'llowim, —4 L= stock --L— t'C'L —1 � v" - 1, , ' � 'fAMh.,." "wding ftaciDct. Alark, aw that 4% OF 44 -D' "'Pl"mm"ll 101110d M ,Ithlm IN =0111Y IlDcc red do net .�Uv at V., qmclaolh am IM ppprtY "", " . R'.1 th."to. iy1mv ctlleemt ".01. a- and nm+mnJ°n Jim., 4, other Wal .1cvo'W I ... P, 11 IDdlCatic! hprpom A I..k. [acl( PQl (el vr� 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. # C I S - 3 +/ - e cf HAA # 1. GENERAL INFORMATION Complete legal description Lot 3; Block 1; Valli Vue Estates Location (site address or directions) 6855 Double Tree Court Anchorage, AK Property owner tike Kyrias Day phone 346-1620 Mailing address 6855 Double Tree Court Anchorage, AK 99516 Lending agency Mailing address. Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well Community well Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) FlOnt 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/or wastewater disposal system 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 FirmS-& S -ENGINEERING Phone 6 C1 tl 7 Address 17034 Eagle River Loop Road No. 204 Engineer's signature 6. DHHS SIGNATURE Approved for 3 bedrooms. Disapproved. Conditional approval for Additional Comments By: Date -7 /19/q6 OF T•ROBERT C. COWA,Y•��- 1. "� • : '�•� � bedrooms, with the following stipulations: Date g —2 'T'he 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. 72-05(Rev. V91( Beck MOA p1 MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION Municipality of Anchorage JUL 19 1996 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division P Y E p dh 825 L Street, Room 502 • Anchorage, Alaska 99501 • (90) 4 4 Health Authority Approval Checklist Legal Description: G�� 3 Q�Gf.� / VA4r Parcell.D.: A. WELL DATA Well type If A, B, or C, 'attact ADEC letter. ADEC Water system number +1 I b O 5 - Log present (Y/N) ,/1✓- Date completed /Z= // Total depth Cased to /V' Casing height (above ground) Sanitary seal (Y/N) ✓� A' Wires properly protected (YIN) 141 FROM WELL LOG AT INSPECTION Date of test Static water level Well production X/ A g.p.m. 9.p -m. WATER SAMPLE RESULTS: Coliform /✓ /i. Nitrate �Al, f} - Other bacteria If Date of sample: �A, Collected by: �• B EPTI OLDING TANK DATA Date installed �- %V Tank size/L.S-G 6itG. Number of Compartments Cleanouts � i�; _- Foundation Foundation cleanout (Y6P n� 4 Depression (Y/L ^l0 High water alarm (Y/99 N 0 Date of Pumping y'Zyjj� Pumper /�-� 110-4' C. ABSOROTION FIELD DATA Date installed g -161 Soil rating (g.p.d./ff2 or /tidr 97 / System type G��G? Length Width ` /47- Gravel thickness below pipe �/ / Total depth Effective absorption area �- Monitoring Tube present A)S Depression over field (Y/IW G Date of adequacy test x'17 ' i011 Results as /Fail) P.fsS For 3 bedrooms Fluid depth in absorption field before test (in.); /4�' Immediately afters'/O gal. water added (in.): W Fluid depth / r. (ins) Minutes later. Absorption rate = � g.p.d. Peroxide treatment (past 12 months) (Y/tQ1✓01V f If yes, give date /�/ • 4 • 72-026 (Rev. 3/96)* D. LIFT ST Date installed Manhole/Access (Y/N) High water alarm level E. SEPARATION DISTANCES *Datum Size "Pump off" level at* SEPARATION DISTANCES FROM WELL ON LOT TO: eptic Idling tank on lot //� On adjacent lots Absorption field on lot All On adjacent lots i Public sewer main iy Public sewer manhole/cleanout Sewer/septic service line 41,1-1 Lift station /z SEPARATION DISTANCES FROM � �PT /HOLDING TANK ON LOTTO: Foundation �� �� Property line / Absorption field Water main/service line 1� Surface water/drainage ^%7 '7� Wells on adjacent lots 2(90 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line 0 Building foundation /O f Water main/service line A/- Surface water�CJr1 Driveway, parking/vehicle storage area Curtain drain �'�� �� Alla wh' Wells on adjacent lots �;,o (-7 F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal records ��systems are In conformance with H uidelin in effect on this date. y�Q �:•• <`fS st Signature rE 7fi� � A 5 Engineer's Name lCCT- C6t✓qri '" »L P Date -7 fol ROBERT C. COWAN 1. % CE -8801 HAA Fee $r�� Ciz) Date of Payment 7/17/7,C, Receipt Number.(. 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number a MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) T,nt-. 3. Block 1, Valli Vue Estates November 11, 1985 Location (address or directions) 6855 Double Tree Court (b) Applicant Name Nancy Bodwell Telephone: Home Business Applicant Address 6855 Double Tree Court, Anchorage, Alaska (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution (e) Address Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following 2. TYPE OF RESIDENCE Single-FamilyZI Multi -Family ❑ Other Number of Bedrooms 3 Telephone 3. WATER SUPPLY Individual Well ❑ Community K1 Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ® Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (11/84) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 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. 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 Firm QUADRA Engineering, Inc. Telephone 276-3770 Address 401 East Fireweed Lane, Anchorage, Alaska 99503 Date 1985 DHEP APPROVyA-LL Approved for w bedrooms byy Y9kDate Approved _ Disapproved Conditional Terms of Conditional Approval CAUTION Engineer's Seal The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 7t-695 111/841 i MUNIGPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE (MOA) DEPT. OF HEALTH & HEALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL PROTECTION CHECKLIST - FEBRUARY 1984 NOV 12 Off 264-4720 Legal Description: Lot 3, Bloc1�t'.CI,�Cn Valli Vue E A. WELLDATA – COMMUNITY WATER SYSTEM Well Classification Community If A, B, C,. D.E.C. Approved (Y/N) Y Well Log Present (Y/N) Date Completed Yield Total Depth Static Water Level Cased to Casing Height Above Ground — Electrical Wiring in Conduit (Y/N) Separation Distances from Well: Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) — Depression Around Wellhead (Y/N) To Septic/Holding Tank on Lot 200'+ On Adjoining Lots N/A To Nearest Edge of Absorption Field on Lot 200'+ On Adjoining Lots 200'+ To Nearest Public Sewer Line N/A To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Alan Haral_a-1 Date November 7, 1985 Water Sample Test Results ` Comments B. SEPTIC/HOLDING TANK DATA Date Installed 9/10/74 Size 1250 No. of Compartments 1 Standpipes (Y/N) Y Air -tight Caps (Y/N) Y Foundation Cleanout (Y/N) N Depression over Tank (Y/N) N Date Last Pumped November 4, 1985 Pumping/Maintenance Contract on File (Y/N) N ; for Holding Tank High -Water Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well 200'+ 10' To Property Line 40 + To Water Main/Service Line 30'+ Course 00'-+ Comments Page 1 oft 72-026(11/84) To Building Foundation To Disposal Field 18' To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 85 SF/BR Type of System Design Seepage Pit Date Installed Sept • 10, 1974 Length of Field 12' Widthof Field a Depth of Field 9 Gravel Bed Thickness 6' Square Feet of Absorption Area 288 Standpipes Present (Y/N) Y Depression over Field (Y/N) N Date of Last Adequacy Test November 6, 1985 Results of Last Adequacy Test Satisfactory Separation Distance from Absorption Field: To Water -Supply Well 2001+ To Property Line 20' To Building Foundation 38 To Existing or Abandoned System on Lot To Water Main/Service Line 30'+ To Stream/Pond/Lake/or Major Drainage Course _ To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed N/A Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) _ Comments On Adjoining Lots To Cutbank (if present) 100'+ a — Dimensions Manhole/Access (Y/N) "Pump Off' Level at Vent(Y/N) 0 Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify .t,haat1 h ve c eckeo, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed,r 4dt4W)�— Date November 11, 1985 Company QUADRA EngineerinIgOA No. ST85-199 Receipt No. /is' OF A4 DateofPayment f�'�d-�� FmC�•`���°'°a„°°°� Amount:$ ( ° N ° a Engineer's Seal CcJ ®�'��Y97 �.�� aof:<�J 0 40°�1°oo l`ao•aap°°a°Oo°O°aoCso o /t Page 2 of 2 72-02e (1 1/84) Michael E. Anderson' iV 4381-E_`;`"� "'Y0FESSION� 401 E. FIREWEED LANE ANCHORAGE, ALASKA 99503-2197 (907) 276-3770 JOB zz" -� � .l�f�'GL.� [/!JE �'T-f1E6 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE e 30 f Time's—� -_ Time is Date Date Date 4A—,,,dl Inspector Inspector Inspector Comments Conditional Approval w, i. Date Sewer Installed Permit No. Septic Tank Size r tr- 0 q— I ', Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY Property Owner James M. Nesbitt, Jr. Phone Mailing Address 344-7400 Address Lending Institution - - o..� 4/1 _ - �ux-6-- r'^"" Phone Address(_. / ,1-,, Realty Co. & Agent Totem Realty, Inc. �2r�,�%°_>� i,.f _ Phone - ddress 724 E. 15th Avenue Anchorage, _ Alakka 99501 Legal Description Lot 3, Block 1 Valli Vue Fmtntes Street Location 6855 Doubletree Court Type of Residence N Single Family - 3 ED Multiple Family No. of Bedrooms O Other Water Supply tR Individual ATTACH WELL. LOG. A well log is required for all wells drilled since June W Community - 1975. For wells drilled prior to that date, give well depth (attach log if ❑ Public Utility - available. Sewage Disposal M Individual - Year -Individual Installed: ❑ Public Utility - When: Connected to Public Utility: El Holding Holdin Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. fel.. -4-- I -S­ d s ,K/ a oo'v/.58. 11 5 gO -- k Eose�e" d�3 'Ir I u O0) � m I - LOT' .3 y� n � m m E N � � b � N N b LO k I " k y� J J Q a h N 'A a� 8R� O N /. i V _ -9 29 /_._` 26i, ` 38.9 I •, t M I ,32.1 41,9 26 ' - I ^n I ...__'0763 m3 6s NOTES: 1. Flevation datum assumed. a' 0 D-�L �S 2= loon 00 88 PA 0 o� T c_ OOP A=-- - SURVEYOR'S CERTIFICATE I hereby certify that I have surveyed the follnainp, described oronerty: 1_01' 3 BLOCK 1 VALLI VUE ESTATES UNIT #1 Anchoratce Record- ing Precinct, Alaska, and that the relative existing elevations are as shown hereon. (late Stanley E. Sears, R.L.S. 2. Record information taken from City Grid #2539. 3. Pronosed elevations A. Ton of foundation 850.0 B. Slab 842.1 PROPOSED BUILDING LOCATION 2 It is the contractor's resnon- sibility to check Top of Foun- dation in relation to Finish Grade. LEGEND: as Fnd. Brass Cap Monument Fnd. 5/8"Rebar 0 Set 5/8" x 30" Rebar with Sury Kap , �.......:,d,�•:1 1914 V r P " r�Ll, , r I_ f 1 .. �✓ Pl_OT PI - NN of Loo 3 BLOCKI VALLI_VU6_ P5TA-rE-S -(1 N I -r- NQ Z SEARS, SC14WE7Tz-EA h)VD 'A$SOCIA7E'5 Rhe ,s--ered L And Survelf O rS fh06 Mar -F-�n Sf-'ec-/- Rrjc. a<e., Alas✓Ea 99504- D&7r 24An-+173 RID i:�/CLD Bk' 13 fxj 5-9 5CA,LE1'1 - 4b' 253. 2.5391V'IORIG Of% 74-Z3Of% 74-Z-3 ALASKA 611UIR011R1 NAL C011TROL SCRUICCs, Inc. En9ineerin9 & Enuironmental Studies Fkp/1 5/19/82 i� r RA TOTEM -REALTY -/-VIOLET HULCE 6��® CC . _. 6855_DOUBLE TREE COURT' ANCHORAGE AK S14507--- SELLER 9567 SELLER - DR JIM NESBITT BUYER -MIKE CASE SUBDIVISION -V VUE BLOCK -1 LOT -3 (DOj-L,, (-) lie °cc,�lu eo ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 288 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 670 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 5/19/82 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. oy C. Reid, Jr. No. 2251E _: 1220 best 25th Auenue • Anchorage, Alaska 99503 9 (907) 276-1361 May 20, 1932 James M- Nesbitt, Jr. C/o Totem Realty, Inc. violet Hulce 724 S. 15th Ave. Anchora0e, AK0 501 Subject: Lot 3 Flock 1 Valli vue Estates roval items beppgrantedountitl the individual folloti.ng and water facilities cannot g have been coml�7.eted: The septic tank pumped with department. a receipt submitted to this ° An adequacy test needs to be Performed on the existing leaching area. This adequate accord,test will determine if the system is ng to National Standards. A listingof private firms performing the test is enclosed. needs to be submitted to this This report oEf.ice for our. revThi. Please notify this Department for a reinspection when the noted discrepanci-es have been corrected. If there are any further questions, Please call this office at 264_4720. Sincerely, Robert C. Pratt Associate Environmental specialist Enclosure RP 111 /p/ EIi