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Home My WebLink AboutBIRCH HILLS ESTATES BLK A LT 2birch Hills Estates Lot 2 #050- 13 1- 08 -r6 (Ne,' Aoe,.S /-?ot meet S pccA-b on to Ae.`f "arl �� o �1 Lot I . Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141184 PID Number: 050-131-08 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade Name: Earl & Marie Cassellius ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 17606 Eagle River Loop, Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 13 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.83 Ft. Gravel depth beneath pipe 8.17 Ft. Subdivision Block Lot BIRCH HILLS ESTATES A 2 Fill added above original grade Varies 0.65 Ft. Gravel length 32 Ft. Township Range Section Gravel width 3 Ft. Beds: Number of LinesDistance -- between lines -- Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches 1 Dist. between trenches From Tank Field Tank Line 384 Fly 1 -- Ft. Well 100+ 1004 1004 NA NA TANK ® septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1000 Gal. Surface Water 1004 100'+ 1004 NA Material Steel Number of compartments 2 Lot Line 5'+ 10'+ 5'+ NA NA Foundation 5'+ 10'+ 5'+ NA LIFT STATION Manufacturer Capacity Gal. Curtain Drain NA *50'+ NA NA Remarks "None known. Only bottom 6' ED used Pump on level at in. Pump off level at in. High water alarm at in. initotal absorption area calculations. LILK I Pump make and model Electrical Inspections performed by 4 �-, P i Crb � Tankto PIPE MATERIAL Housetotank 3034 drainfield 3034 Installer DEAN CONSTRUCTION Dralnfield 3034 COJMT 3034 Inspector ARCTERRA BENCHMARK (Assumed elevation) 100 it Inspection 1s' 7/9/147110/14 0 Location and description dates: 2" 3" 7/26/14 4" Garage cement slab by man door. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engin ^ OF ATS\ Conditional Approval: Date A r H 1 T14 r/ ICHNNE:TH � of 116 �r Approved L!/ Date ears Stam Inspection Report_9-142.doc A -C=38.0' AS -BUILT SYSTEM DETAILS/SITE PLAN PermitOSP141184 BIRCH HILLS EST, BLOCK A, LOT 2 PID#050-131-08 IC WATER 0 M STREET S89'52'27"W 146.16' X9'58'00"E 145.79' R) IV rcw L).2' cc w e 'a. M N N M M6ZT x.s• 5� Q JS�M1 �� yO E- / 3 3 0 To x ro y PP 1 M O M LOT 2 x Z $ EILK A o a `� —x S,m rte, MUN11 114 HWSE" yv 10' UT1LI EASEMENT SCALE: V =40' A -D=42.5' s 99.059 9.0 wm B -D=65.5' A -E=70.5' w B -E=58.0' o df FINAL GRADE �" 95,60 A -F=80.5' 0 96.2 96,2 f AW B -F=58.0' MTM FAMIC � s A -G=94.5' A 1000 -GAL a B—G=60.0' SEPTIC 9 A -H=98.0' 'v TANK SEWER ROCK B -H=60,5' 82,60 82.60 � 76.60 2v, ` 32' I x \� SCALE, NTS �- `- m Ar PREPARED FGR; RCTEjZ� /�•' '•1 EARL & MARIE CASSELLIUS / ** + 17606 EAGLE RIVER LOOP ROAD 49 TH .0 EAGLE RIVER, AK 99577 PF i / A 11 � 1�I.11'1CTH FIELD BOOKSCOMPUTm: x X CE -7118 80MMAW. DRAW BMW = � FL /Af STAMNG STAKING aimm: KMD S9 m I 1 ,�xLT. JLS oA>E: 7/26/14 �' •...,� ....,.� eal Bwafue aaa NW0253 'p'j'oAw(JLTING • 1�6��^, ol ACM ryi• FILE JOB No.: 14-140 FR• AK. 99577—Z3 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141184 Tax Code Number: 05013108000 Work Type: Septic Upgrade Permit Effective Dates: June 23, 2014 to June 23, 2015 Design Engineer: ARC TERRA CONSULTING INC Subdivision: BIRCH HILLS ESTATES Site Legal Address: BIRCH HILLS ESTATES BLK A LT 2 G:0253 Owner/Address: CASSELLIUS EARL & MARIE E 17606 EAGLE RIVER LOOP ROAD EAGLE RIVER AK 995778201 Site Mailing Address: 17606 N EAGLE RIVER LOOP RD, Eagle River Lot Size in Sq Ft: 22500 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-131-08 Earl & Marie Cassellius Property owner(s) Day phone Mailing address 17606 Eagle River Loop Road, Eagle River, AK 99577 Site address 17606 Eagle River Loop Road, Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) BIRCH HILLS ESTATES BLOCK A, LOT 2 Legal description (Township, Range & Section) Lot Size 22,500 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) Septic Tank Upgrade M (w/wo ADU) (D) Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings Privy ❑ � BMITTA (SF and/or D) Private Well ❑ V IY, Y S Water Storage ❑ JUN 0 9 2014 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. a t Permit/Rush Fees: 5CA Date of Payment: ('0 1 to ! Receipt Number: od4g1 S Permit No. O5 e/(4 I IV Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. o Q+RCTERRq „ V ub A TING m l¢ June 7, 2014 ARC 1 ERRA CONSULTING, INC 212 E. 51" Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Sewer Permit — Birch Hills Estates Block A, Lot 2 It has been determined that the absorption crib of the subject property has failed. Subsequently, the owner has requested we proceed forward to obtain a septic permit to upgrade the septic system. The general slope of this lot is from south to north at a grade of approximately 8- 13% over the septic area. On May 28, 2014 a testhole was performed to investigate soils and groundwater. The results of this test are attached for your review. The proposed upgrade will serve the existing 3 -bedroom house. We propose to install one 32' long deep trench. Groundwater was not encountered at excavation or at monitoring. The property is served by private water and adjacent lots are served by public and private water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868-3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus P.E. Attachments: On -Site Sewer Application Wastewater Absorption System Details/ Site Plan Soils Log/Percolation Test 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN BIRCH HILLS EST, BLOCK A, LOT 2 11 ADJACENT S & W LOTS SERVED BY PUBLIC WATER FLAG PROPERTY LINES & EASEMENTS PRI❑R TO CONSTRUCTI❑N NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PW25YETHI1NOSLOES>VIM 00' OF PROPOSED SYSTEM EXCEPT AS NOTED. _,,I.,—`` OFA 41 *. 9TH IIKENM. S Cr -71 4 SSIOTS� AV Scale; 1'= 100' DESIGN DETAILS PAGE 1 OF 2 3 BDRM X 150 GPD = 450 GPD 450 GPD/1.2 GPD PER SQ. FT. (3 MIN/IN.)= 375 SQ. FT (375 / 2 X 6' (EFFECTIVE DEPTH) = 32' L USE 1 TRENCH- 32' (L) X 2' (W) X 8' (ED) Total depth of system is 13' from original grade. Total depth of gravel below distribution pipe Is 8' NOTES; 1. INSTALL 1000 GAL S.T. & INSULATE TANK IF <4' COVER. 2. INSULATE TRENCH WITH 2' HD BURIAL FOAM IF < 3' OF FILL. MIN. 2' FILL WITH INSULATION, >3' COVER NO INSUL REQ, 3. CONTRACTOR WILL ENSURE MINIMUM 27 SLOPE INTO SEPTIC TANK. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC... PREPARED FOR, EARL & MARIE CASSELLIUS 17606 EAGLE RIVER LOOP ROAD EAGLE RIVER, AK 99577 nELO BOOKS COMPUTED: BOUNDARY: 13OUNDARy DRAW; BMW TT"M1NR STAKING CHECKED: KMD ASBUiLT: JLS DAIF. 6/7/14 OW, FRE: GRID: NW0253 ADAD n" FILE " N': 14-140 WASTEWATER DISP❑SAL SYSTEM DETAILS BIRCH HILLS EST. BLOCK A, LOT 2 I N \ Jae I rN Sy /2-7% O r7 PUBLIC WATER 4- STREET STREET S89°52'27"W 146.16' i 9`58'00"E 145.79' R) X63° D/W TH1q_i/ INSTALL NEW 1000 -GAL S.T. & FCO Gd&G LOT 2 BLK A DECOMMISSION EXISTING CRIBS /& TANK PER 1 I SHED 1, i ��/ 77 _ FLAG PROPERTY LINES & EASEMENTS PRI❑R TO CONSTRUCTION PREPARED FORT EARL & MARIE CASSELLIUS 17606 EAGLE RIVER LOOP RDA➢ EAGLE RIVER, AK 99577 FIELD BOOKS CDMRuTED: BOUNDARY' BOUNDARY °RANT' BMW STAKING STAKING CHECKED: KMD ASBDILT.. JLS DATE: 6/7/14 Dn nm- MD: NW0253 ACA° RLE: FILE EDB N., 14-140 00 M O 0 z Scale: 1'= 30' PAGE 2 OF 2 �RcTER 5 Office (907) 868-3791, Fax (907) 868-3793 s ¢ ARC 1mERRA CONSULTING, INC 212 E. 51" Ave, Anchorage, AK. 99503 $ Office (907) 868-3791, Fax (907) 868-3793 H f T I MG .�0¢ SOILS PERCOLATION TEST Performed for: Earl & Marie Cassellius Date Performed: 05/28/2014 Project: Birch Hills Estates Block A, Lot 2 TEST HOLE # Depth 20- Org/OL SM silty/fine GM/SM — sp/gp B.O.H. HOLE PRESOAKED PRIOR TO TEST OF ALS P KEKNEI'H�TrI UFF ` 7118 p`z' PP TH 14-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 6/6/14 Reading Date Gross Time Net Time Depth to Water Net Drop 1 5/28/14 1:00 6" - 2 1:10 10 min 2 10/16" 3 6/16" 3 * 1:11 6" 4 1:21 10 min 2 10/16" 3 6/16" 5 * 1:22 6" - 6 1:32 10 min 2 I1/16" 1 3 5/16" 7 * 1:33 6" - 8 1:43 10 min 2 13/16" 3 3/16" 9 * 1:44 6" - 10 1:54 10 min 2 13/16" 3 3/16" 11 * 1:55 6" - 12 2:05 10 min 2 13/16" 3 3/16" * Water Added Percolation Rate 3.2 (min/in) Pere Hole Diameter 6" Test Run Between 8 feet and 9 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. GAAB-HD-1 GRr-ATER ANCHORAGE AREA BOROI" 7"H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILINGC' (- � HONE NAME— L4 • YADDRESS X ✓ LOCATION SEPTIC TANK ,�Krsr/A)e--71 DISTANCE FROM WELL MATERIAL LEGAL DESCRIPTION ICT NUMBER OF COMPARTMENTS to S LIQUID LIQUID CAPACITY '� GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH 17 LENGTH GO DEPTH / 7 LINING MATERIAL Z�s . DISTANCE FROM WELL �E'� BUILDING FOUNDATION(243 � 1 NEAREST LOT LINE '_Lb "t- . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA FOUNDWATIO STANCE BETiVEEN DEPTH: TOP OF TILE TO FINISH GRADE_ WELL: TYPE U,C-20 NEAREST LOT LINE ✓ SEWER LINE SQ. FT. LENGTH OF EACH LINE LOT TREIACH W TOTAL LENGTH TOTAL EFFE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE / DISTANCE FROM WATER DEPTH BUILDING FOUNDATION. IG f SAMPLE, NEAREST 'SEPTIC I SEEPAGEN6�) / OTHER TANK o + , SYSTEM / d -V CESSPOOL SOURCES GAAB-HD-2 GREATEL_ _ANCHORAGE AREA _ )ROUGH CaseNo.`26� HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT p , 14- 'j It FIV Tf3-0;r NAME OF APPLICANT- V r "�u MAILING ADDRESS - PHONE NO. RESIDENCE ADDRESS ��L//OCjjA`TION OF INSTALLATION �.o,k %a LEGAL DESCRIPTION thee, 9_r//A f'sf'Vhx 1.. ��ami Aaov APPLICATION TO INSTALL: SEPTIC TANK , SEEPAGE PIT__ , DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH TO BE INSTALLED BY PERCOLATION TEST RESULTS ANTICIPATED DATE OF COMPLETION l� n BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS 00..,7. �. f ••r✓ , PERMIT TO INSTALL A JJ •DD�•�•� J ,5��©�� ,f�rcQ AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED -1 b e.C.or.l. r�� •-� ., c .SEPTIC TANK SIZE vow TYPES «_SEEPAGE AREA --TYPE TYPE io ,` el' (k"*-•.�• a. DIAGRAM OF SYS DISTANCES: xcA-*�� tAxty 91,14 Y , L 1O.✓ GXCJ��jQ fi1'S e ,A, � N �e G +- ke Health Authority Jti I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. P. DATE ( APPLICANTS SIGNATURE ✓ • Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-131-08 Expiration Date: 11 - zS- l 1. GENERAL INFORMATION Complete legal description BIRCH HILLS ESTATES BLOCK A. LOT 2 Location (site address) 17606 EAGLE RIVER LOOP ROAD, EAGLE RIVER, AK 99577 Current Property owner(s) EARL & MARIE CASSELLIUS Day phone Mailing address 17606 EAGLE RIVER LOOP ROAD, EAGLE RIVER, AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: SURMITT ® Single Family (w/wo ADU) ❑ Duplex AUG 20N ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for: Received by: COSA to be released to the engineer COSA Fee $ a (p ?.15D Date of Payment g I Z D) l l Receipt Number 615`i�J� COSA#_ 3 TYPE OF WASTEWATER DISPOSAL: ® Individual ❑ Holding Tank ❑ ❑ Community n ❑ Public Sewer ❑ Date: requested by the engineer. Waiver Fee $ Date of Payment Receipt Number 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. Name of Firm ARCTERRA CONSULTING, INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 8112114 Engineer's Comments: This investigation was completed in compliance with ADEC and,MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen r OF A4 encroachments, deficiencies or discrepancies exist. /T11�Ll fif`S; , 49 6. DSD SIGNATURE r' - System #1 Approved for bedrooms. , ? ° ' ;i;s ff `` / c'/ System #2 Approved for bedrooms. ',� 2 / AV r�'�P'EsstnNpb .r, Disapproved. Conditional approval for bedrooms, with the following stipulations: Original Certificate 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 1040-12.doc a If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: BIRCH HILLS ESTATES BLOCK A LOT 2 Parcel ID: 050.131.08 A. WELL DATA Well type PRVT If A, B, or C provide PWSID # Date completed Sanitary seal (Y/N) Y Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Well Log (Y/N) Wires properly protected (Y/N) Y Casing height (above ground) 12 in. AT INSPECTION ft. Coliform NEG colonies/100 mL Nitrate 6.51 mg/L Arsenic: ND ug/L Date of sample: 6/11/2014 Collected by: ARCTERRA B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1000 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping NA- NEW TANK Pumper C. ABSORPTION FIELD DATA Date installed 7/9114 Cleanouts (YIN) Y High water alarm (Y/N) N Date installed 71912014 Soil rating (g.p.d./1`1:2 or ft2/bdrm) 1.2 System type DEEP TRENCH Length 32 ft. Width 3 ft. Gravel below pipe (ONLY6' ED USED FORSASCALC) 8.17 ft. Total depth 13 ft. Eff. absorption area 384 ft2 Monitoring tube Y Depression over field N Date of adequacy test NA -NEW SYSTEM Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test in. Water added_ gal. New depth in. Elapsed Time: _ min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed "Pump on" level at _ in. Datum Size in gallons "Pump off" level at _ in. Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ Absorption field on lot 100'+ Public sewer main 751+ Sewer /septic service line 254 Animal containment areas 504 SEPTIC/HOLDING TANK ON LOT TO: Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout 100'+ Holding tank 100'+ Manure/animal excrete storage areas 1004 Building foundation 54 Property line 54 Absorption field 54 Water main 104 Water service line 101+ Surface water 1004 Wells on adjacent lots 1004 ABSORPTION FIELD ON LOT TO: Property line 104 Building foundation 104 Water main 104 Water Service line 104 Surface water, 1004 Driveway, parking/vehicle storage 3' Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 1004 F. COMMENTS *SEE ATTACHED WELL SCOPING LETTER. G. ENGINEER'S CERTIFICATION l certify that t 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. Engineer's Printed Name KENNETH M. DUFFUS Date COSA brown sheet 10-10-12.doc K� OF Al, 1 A Q T/ H /\�,. in. Municipality of Anchorage Community Development Department Development Services Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # 141427 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block A, Lot 2 of Birch Hills Estates subdivision. This inspection revealed a nitrate concentration of 6.51 milligrams per liter (mg/L) was reported for the property's well water sample. 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. 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. Sullivan Water Wells To Jeff Poet -MOA Hi Jeff, In regards to Birch Hills Estates Block A Lot 2. On 8/20/14 We ran a camera to a depth of 40', the casing was in tacked, the pitiless was not leaking & there were no perforations. All looked fine. Best Regards, Bill Sullivan 1� w3: lvdlP\\ 4G L \ OOA \ 0 STREET S89°52'27"W 146.16' (S89`58'00"E 145.79' R) /V63. 83j O'� • GRAVEL D/W LOT 2 BLK A GONG N• 0 SEPTIC VENT (typ) o. SHED O " M N to n Un NO Qp'(sO x OJ COo CO x 1 n - 00 x o CD 1 zo WE z 'Ix —x �Y GREEN � HOUSE 10' UTILITY EASEMENT 589`57'20"E 155.19' (155.0' R) BASIS OF BEARING ANCHORAGE RECORDING DISTRICT, ALASKA ASBUILT OF: BIRCH HILLS ESTATES LOT 2 BLOCK A PLAT 64-28A SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. JULY 26, 2014 1"=30' 14-020 DRANK BY: p EC M BY MD NMBER: JLS NW0253 I = PND ALUMINUM MONUMENT OO = END 5/8" REBAR �� of ..... 49TH ....... .J ,...... �. f. ....... SOHN L. SCHULLER.- a r- •. LS -10408 00 ,kms \pie �On \� fes sionol _� 0 .-1 E- 0 F4 X ----X —x— 'Ct)�5 ADLAND NDR -40 v d r 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax 5. LEGAL 9f SCRIPTION t DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE ^ ❑ MULTIPLE FAMILY Three ❑ Six 1 — INSPECTOR INSPECTOR INSPEC R MUNICIPALITY OF ANCHOR AG&UNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTjUftO&F HEALTH & OTECTION 825 L Street - Anchorage, Alaska 99501EWIRONMENTAL P ENVIRONMENTAL SANITATION DIVISION APR 16 1981 0* Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER ANR"EJ UATIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PRO RTYOWNER PHONE MAILING DR S r j X12&4�t�.�.. .� '�awa�.� %753 PROPERTY RESIDENT (If different from above) PHONE - YGGfxGG � ' 2. BU PHOfV E MAILING AADD E -5/C X41A6Q 444 37LENDING T TI N PHONE /srINSTI- . MAILING ADDRESS _74. REA TOR/AGENT si / PHONE,�j /� �7�-T�r MAI LING ADDDR S 5. LEGAL 9f SCRIPTION t STREET LOCATION ;4 f! ?:: C& 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS ❑ One ❑ Four ❑ Other SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY Three ❑ Six 7. WATER S PPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** D YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) " 1 THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL -DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE [--]PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED (r d INSTALLER ❑Septic Tankyr ❑ Holding Tank Size: /n® If Tank is homemade give dimensions; SOILS RATING _ TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL T0: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS Rm CA"APPROVEDFOR 3 BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) DISAPPROVED — d— DATE _ t -9v nv BY (:� 2 % A-- 72-010 (Rev. 6/79) DAVID A. SLENKAMP MECHANICAL ENGINEER 694-9055 May 17, 1981 MUNICIPALITY OF AN�IQEA. SHAFER DEPT. OF I 'EALTi i & ENVIRONMENTaJ.IIppL ERcc NN NGINEER 694-2979 it,� ; � ` 1 RECEIVED Century 21, John DiBene and Company ATTENTION: John DiBene 4791 Business Park Boulevard Anchorage, Alaska 99503 Dear Mr. DiBene, Reference: Lot 2; Block A; Birch Hills Estate Subdivision; Raymond Viau property A sewer system adequacy test was performed on the system located on the referenced property per your request. The septic tank had to be uncovered and a cleanout pipe installed. While the tank was uncovered it was verified to have a capacity of 1000 gallons. The seepage pit #1 located nearest the septic tank was dry. The seepage pit #2 was also dry at the beginning of the test. Approximately 1750 gallons of water were added to these cribs and after a period of 24 hours all the water added had percolated out of the cribs. It can be concluded from this test that the waste water disposal system serving the three bedroom residence located on this property is currently functioning adequately. However, the system.cannot be guaranteed against subsequent failures. If we may be of further assistance, please do not hesitate to call. Sincerely, 1`r. L �V 1. O RT A. S/ss .E. cc: First National Bank of Anchorage Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA ALASKA OnUIROWnTAL C011TROL SRUICCS, Inc. 6n9ineerinq & Enuironmental Studies APRIL 22 1981 FIRST NATIONAL BANK/S CENTER BOX 42090 ANCHORAGE AK 99509 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL I'i:u [CTION APR 2 7 '1q81 RECEIVED SELLER — VIAU SUBDIVISION—BIRCHHILL ESTATES BLOCK—A LOT -2 THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 444 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SOILS RAPING OF THE SYSTEM AT OONSTRUCTION WAS 125 AND NOW IS 148 SQFT/ BEDROOM. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM �� tft s��F'r, 1220 West 25th Auenue • Anchorage, Alaska 99503 9 (907) 276-1361 A NIC i i 0'0'i% Gj r . A of 7MA111 i T' � ; iki ! J i '-, � 1 ' I h Pd l "f\" 1 z " ( ' J ',I: r"', 1 !; f ) I F_ C i I (". f\1 April 21, 1981 Raymond/Zelma Mau % Century 21 - John Di Bone & Co. 4791 Business Park Boulevard Suite 3 Anchorage, Alaska 99503 Subject: Lot 2 Block A Birch Hills Estates Subdivision Approval for the individual sewer and water face ilttics cannot be granted until the following items have been Completed: ( l) Taer s he wtanal rt s eport needs o be delired veto Witolthis office from the Chem Lab, 5633 B Street, / for our review. (2) The septic tank pumped with a receipt submitted to this office. (3) An adequacy test needs to be performed on the existing leaching area. This tem will determine if the system is adequate according to National Standards. A listing of private firms performinq the test is enclosed. This report needs to be submitted to this office for our review. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R. S. Associate Specialist RCP/Ijw cc: First National Bank of Anchorage Post Office Box 4-2090 99509