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HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 27AOnsite File Eagle River Valley Ranchettes Lot 27A #050-224-28 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221118 PID Number: 050-224-28 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name GREGORY &n ELLEN WILSON ABSORPTION FIELD – EXISTING BED ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 19110 WAR ADMIRAL RD, EAGLE RIVER, AK ❑ Other Phone Phone 7�� f Bedrooms Soil Rating depth from original grade 4 GPD/SF JTotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot EAGLE RIVER VALLEY RANCHETfES 27A 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 Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well 200'+ -- 25'+ TANK ® Septic ® S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCH AX TANK Capacity 1500 Gal. Surface Water 100'+ -- Material POLLY COATED STEEL Number of compartments 2 Lot Line 5'+ -- NA Foundation 10'+ ILIFT STATION Manufacturer GREER / ORENCO Capacity 1500 Gal. Remarks Alarm location BACK ROOM Electrical installed by POWER LIGHTING Installer NORTHERN EXCAVATION PIPE MATERIAL House to tank 3034 d a n Tank to 3034 ld Drainfield CO/MT 3034 Inspector FWCS BENCH MARK (Assumed elevation) 100 ft Inspdection 1 s 6/8/22 2nd 96/9/22 Location and description 3'd 4"' TOP OF MANHOLE ON-SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date Awl *' ......: %J " •••• •••••••;••� / Curtis Huffman O Septic System .— Approve - I _ Date& -21 � �� .5e . CE 128991 •�� /� �����tF�F.6/rt7/22 �PROFEWCO Note: this approval does not include well permit requirements. kf uv VJ/VL/ 10) PID: 050-224-28 PERMIT: OSP221118 WAR ADMIRAL ROAD N89°57'15"E 133,00' LOT 28B KEYBOX 10' UTILITY ESMT N89°59'15"W 133,00' SEPTIC SECTION SCALE] NTS EAGLE RIVER VALLEY RANCHETTES LT 27A PREPARED FOR: GREGORY & ELLEN WILSON 19110 WAR ADMIRAL RD EAGLE RIVER. AK 99577 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK@gmail.com LOT 27B SUPPORT SERVICES: OF A.L,4, WE. Es C�9 TI � DATE: 6/17/22 tis Huffman�x SURVEY: JLS100 DRAWN: FWCS X CE 128991 $�AO SCALE: 1" = 30' 6/17/2022e FEssIo�A1'AdV CONC D/W GRAVEL D/W r+ CONNECTED TO N MH M EXISTING FIELD MFOUNDATION (y) , i DRAIN ® -A co A 62.0' B W W o a EXISTING CD Ln HOUSE *BM TOP o EXISTING SEPTIC Lf7 O 16 PIPES a o 0 62.0' p I DECK DEC LOT m SHED 27A APPROX. WATERLINE- I12.0' KEYBOX 10' UTILITY ESMT N89°59'15"W 133,00' SEPTIC SECTION SCALE] NTS EAGLE RIVER VALLEY RANCHETTES LT 27A PREPARED FOR: GREGORY & ELLEN WILSON 19110 WAR ADMIRAL RD EAGLE RIVER. AK 99577 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK@gmail.com LOT 27B SUPPORT SERVICES: OF A.L,4, WE. Es C�9 TI � DATE: 6/17/22 tis Huffman�x SURVEY: JLS100 DRAWN: FWCS X CE 128991 $�AO SCALE: 1" = 30' 6/17/2022e FEssIo�A1'AdV MUNI IPAUTY OF ANCHORAGE Wrrr Ori -Site Water & Wastewater Program 4 PO &ox 155£54 4700 Elmore Road Anchorarge. Alaska X951 M6W Phone_ (507) 343-79N Fay€: (907).U3J9A7 n h11p:l rnvw,muni-gr�hpr�yl�:',� 'r D,21I 41 LZU4 11 On -Site Wastewater Disposal System Permit Permit Number., OSP221118 Effecthve Dabe,' 5P2012022 Work Type: SepticTank Upgrade Expiration 512012023 Tax Code Number. 05022428000 Site Legal Address: EAGLE RIVER VALLEY RANCHETTES LT 27A G:0054 Site Mailing Address: 19110 +A:R ADMIRAII RD, Cagle Fiver Owner; VVILSO N GREGORY i, 3 ELLEN J Lot Size in Sq Ft: 16088 Design Engineer: FIRST WATER CONSULTING Total Eedraems: 4 This permit is ftr the cansiruction of: ❑ Disposal Field L Septic Tank 11 Holding TanX 0 Privy ❑ Private Well 0 Water Storage All construction shall be in accordance with: I. The attached approved design. 2- All requirements specified in Anchorage Municipal code Chapters 15.55 and 15-65 and the Stale of Alaska Wastewater Disposal Regulations (1 SAAC72) and Drinking Water Regulations (1 BAAC80� 3. Tlim wasLevr+aler code requires Inspections duTitig me instailatran. I he sngineer shall notify the Development Services aepertment per AIDC 15-66- Provide notificati n by calling (907) 343-T904 (2417)- 4, From Octobsr 15 to April 15, a subsurface soil absorptTon system undor construction durintg frenzirip weath3er shall be eitl-wr: a. Opened and Closed i�n the same day, or b. Covered, szLared, arid heated to provent freezing 5/2012022 Received By: Dale - Issued By: Dante: � 0.?,:? MUNICIPALITY OF ANCHORAGE Development Services Department °- Phone: 907-343-7904 On -Site Water & Wastewater Section Fax. 907-343-7997 ON-SITE SEPTICM/ELL PERMIT APPLICATION Parcel I.D. 050-224-28 Property owner(s) GREGORY & ELLEN WILSON Day phone Mailing address 19110 WAR ADMIRAL ROAD, EAGLE RIVER, AK 99577 Site address 19110 WAR ADMIRAL ROAD, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) EAGLE RIVER VALLEY RANCHETTES L27A Legal description (Township, Range & Section) Lot Size 8,0884 S Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank El Upgrade Z (D) E]❑ Holding Tank ❑ RenewalDuplex 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:.A�22,5- Date of Payment: —6 —20??— Receipt Z02ZReceipt Number: S CSD 7 S' Permit No. Z I I / '3 Waiver Fees: Date of Payment: Receipt Number: 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 May 12, 2022 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: STEP UPGRADE PERMIT LEGAL: EAGLE RIVER VALLEY RANCHETTES LOT 27A The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic STEP tank on the above referenced lot. We propose to install a 1500-gallon steel tank per the attached design to serve the existing 4-bedroom residence. Existing MOA soils show groundwater at -5’ on May 1st and the MOA record drawings show no ballast for the existing STEP. Verification will be made on site and if need be the steel STEP will be anchored with 2 3,800 pound concrete blocks that assume water at grade and 2’ burial soil depth. The lot and area are served by public water. 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 OSP221118, Rebecca Carroll, 05/20/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221118, Rebecca Carroll, 05/20/22 i MUNICIPALITY OF ANCHORAGE DEF, TMENT OF HEALTH AND HUMAN SERV( S Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name , t� DISTANCES ,0,5i L U r ri"E %J� Address TO SEPTIC ABSORPTION t'� b 1 Oe o FROM TANK FIELD WELL Phone(s) Permit No. No. of Bedrooms WELLCti tOd LEGAL DESCRIPTION LOT LINE Lot Block Subdivision j Fu le �,vtic2 fG//E �4.vG/ief�tf FOUNDATION Township, Range, Section 7 ' U w SL AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, C . % driveway, water bodies, etc.) TANKS SEPTIC ? f ❑ HOLDING Manufacturer Capacity in gallons ArfCi-1 /soo Material No. of Compartments ' 3 TYPE OF SYSTEM ❑ TRENCH '1�e BED ❑ W. DRAIN ❑ OTHER OF / t Depth to pipe bottom from Total depth from original grade I . original grade Ia FT FT Fill added above original grade Gravel depth beneath pipe �/ I I O ar 3 FT � -� ; Gravel length Gravel width o Seri 3 a FT Pie 4 7 FT Total absorption area /_ Distance between lines i. 7,!5S_ SO FT'5­/I I irY g�� FT , Number of lines I Soil rating Pipe material 1L �1 /�2S—SQFT �°vc .3,f,3v PF_-6���� M Installer Date Installed /74mi+-+4N CtNStr, MGt sL I Ir WELLS H.6b, kIey-cr f —S ❑ PRIVATE ❑ OTHER (Identify) a r,: y Classification (A,B,C) Total Depth Cased to 0 FT FT Installei Date Installed: l Ne,' REMARKS: �1 Scale: " `' S ^ 4 In flAveP •ENG��Ei R'S�'L, ��fld�fifi�$erVICCS J(' P. 0. Box 773294 age River, AK UUblt Date:694-5195 j �3 L� 'G`Gn(16ee.7,DOo mO ooa oa okn0„ac x+� ;r ' certify that this inspection was performed according to all.oni_ H. tsc; u c,. Municipal and State guidelines in effect on this date: //> CE -673K 9 - P � U Health Department Approval: Date: 72-013 (3/85) �t-v VIA 1: 1:1 1 F= if -'4 V -_I -IF'ri" ]E-] F-- VIA C--� 1�-P IE --11 F-,,'. d-:4 IE--'p�� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825L STREET, ANCHORAGE, AK 99501 264-472O PERMIT NO: 860126 UPGRADE DATE ISSUED: 05/14/86 APPLICANT: ROBERT HAMANN HAMANN CONSTRUCTION ADDRESS: P.O. BOX 617 EAGLE RIVER, AK 99577 CONTACT PHONE: 694-2776 LEGAL DESCRIP: SUBDIVISION: EAGLE R VALLEY RANCH LOT: 27A BLOCK: NA SECTION: 7 TOWNSHIP: 14N RANGEv 1W LOT SIZE: 18221 (SQ.FT. OR ACRES) I certify that: I. I am familiar with the requirements {or on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED DATE: _______________________ _____-_________ APPLICANT: ROBERT HAMANN HAMANN CONSTRUCTION ISSUED BY~ ����_ DATE: ��_ _^'~«�� ��/�_______________________________ _______________ Tc> -957 r-��7- SOI LS LOG MUNICIPALITY OF ANCHORAGE ® *� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION a TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: LEGAL DESCRIPTION: Laf'• -1)7 %l f-,, S 18- DEPTH eDEPTH SLOPE SITE PLAN (FEET) Tops„ �� 0RC-A.1 2 "• O S" I (�rK✓G� C�T�' , p• 3 d• n• 4 6•v ' yp S t 5 6 - `� , 7 8 9 10 11 i � `'� Q n,� � !l Y4 ✓1G, t,•y �, t y hoc, c /re c( s<... � 12 Date Gross Time Net Time Depth to Water Net Drop J -11A 14 41 V000 ICO.Q^ U^ ✓ 000000 15 `q aOo000 .0 o o° e a t� o Louis A. 3utera 16 ` t� , . °' f °oa CE -6736 ° 17 .00 r��✓�010 't�r'� FESS,Cm0®�`*�� 18- 19 WAS GROUND WATER y� L ENCOUNTERED? 0 IF YES, AT WHAT E DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop J -11A 20 PERCOLATION RATE 1,// ! /.z S— //?.rr (minutes/inch) TEST RUN BETWEEN FT AND FT i COMMENTS 5•e,C PERFORMED BY: ��� �� %`c CERTIFIED B : DATE: 72-008 (6/79) e r - EAGLE RIVER ENGINEERING SERVICES Lou Bntera P.E. P.O. Box 773294 Eagle River, Alaska 99577 Telephone (907) 694-5195 May 12, 1986 Mr. Steve Morris Civil Engineer, On-site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 REF: Lot 27A, Eagle River Valley Ranchettes Subdivision Dear Mr. Morris: The enclosed site plan is submitted for issuance of on-site septic upgrade permit for a 4 bedroom home on the above referenced lot. The plan as shown will require approval of 5' separation distance to lot line from bed. The neighbors septic system should not be affected as it is > 30' distant. The bed will have to be 24'x 31' due to lot size limitations. We realize that this is not a standard length to width ratio and we do not expect that it will cause a waste disposal problem. The use of the bed design requires a lift station. The lift station will be a standard preapproved combination septic tank\lift station manufactured by Anchorage Tank. The installation -of this septic system will be in accordance with current Municipal guidelines. The elevated bed design will require an additional 4'of mounded cover as a finished grade. If there are any questions or if additional information is required please feel free to contact me at 694-5195. Sincerely, Lou Butera, P.E. Encl: soil log site plan specifications EAGLE RIVER ENGINEERING SERVICES P.O. BOX 773294 EAGLE RIVER, ALASKA 99577 694-5195 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Lot 27A, Eagle River Valley Ranchettes A. GENERAL 1. The drawing and or site plan shall be a part of this specification. 2. All materials and workmanship shall meet the requirements of the Anchorage Department of Health and State D.E.C.. 3. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 4 All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet MOA, D.E.0 require- ments. 5. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 6. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The bottom of the trench shall be level, plus or minus 1.5". 2. The total depth of the excavation is not to exceed 1', if the ground slope makes it impossible to maintain this depth the bed should be stepped with the high end recieving the lift station outflow. 3. The lift station is to be a Municipal,p reapproved package lift station. 1--'lsvo 0—( qty rena 14�r A -LC -E- P-­c4=e__b- 4. Lift station electrical installation shall meet Anchorage code re- quirements, NEMA 4. 5. The pressure sewer line shall be 2" diameter, be buried to a depth of 5' from the lift station to the bed area and be secured against thrust forces. 6. The lift station pump should be sized to deliver 10 gpm at 15 feet of head. 7. The high level alarm shall be located inside the house. 8. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the trench. 9. The area over the trench is to be finished graded to prevent ponding of surface water runoff. 10. The sides of the mounded cover shall be of impermiable material and shall be planted with grass cover. 11. The septic tank and leachfield must not be closer than 100 feet to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. jl89®S7�/S E M ..+Err IG o o ° - trw�� Lo.r _ Yc.•/ rg Z8A 38 _ ' J . sroRy {. ' - - 1 O ✓ �r.a✓G� 0 1 eVNTEA:� 0 K13 urll . A5511-17- 8 d) 5MT87S1�1S8 /33.00 - Lo T LoT ZSD Z7c- OF A�q.1 EMD /::AT.•, M i /� �] yCT a :r .+.i ✓ '' • 491H- loo= rmr or- G o, ry o7*+ -'� ®me�em.ee.ememm• eeoeeeeewe.o® s 1 W':,Gf..,;::- �� William McClintock % No. LS 5480 . J�00 i a ®oOFESSiONAI\13'�, 3 S—B U I I- -r : hereby certify that LOT 27A ,-frL-6-Eif—' ERGcE .0/V&= VftGL6�1 -14^AC,4�57TES anchorage Recording District, Alaska, has been surveyed by me and :hat no encroachments exist except as shown hereon. It is the esponsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the •ecorded subdivision plat. Listed distances prevail and scaling should not be attempted to determine unshown dimensions. This survey is not adequate for, nor should it be used for establishing boundary or fence lines. q O e Z_ Go 7- Z7 Z7 Z 0 crr# e- 14 C^4 •14CN µ;sq no wells -Public water supply Lo7- Z7 .0 27.0 i.'. " ca_::oxa`.�aoaacacoomaooc,,iar. o ���pan�le°pppOoa�ocao.e0000eo eop ac. o Lojrs A.I3Vi£R-CI l:• (. :°0.' CL -6735 a° f^\'•.: *septic plan only Mc CL NT'O C. LAND SURVEY COMPA.N) P.O. Box 671089 Chugiak, Alaska 99567 Phone (907) 688-4499 DATE S -G -BG ORAUN BY 13M JOB NO. 9 -12-v GRID NW 5-44 FIELD BOOK SV -4--/-Z- SCA► f / �"_ '�o EAGLE RIVE ENGINEERING SERVICES INC. P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB —/a 7- 1-2 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE_ SCALE I .......... iSi .. . .. . . . . Lojis A. I V� TOFES EAGLE RML ENGINEERING SERVICES INC. P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB zi45Ze- SHEET NO. ` - OF CALCULATED BY :%^"'� DATE e CHECKED BY�/ / DATE_ SCALE ✓y�� fD SGrjl� I EAGLE RIVER ENGINEERING SERVICES INC. P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 c,.wc=j rJ o i d L' :0 4' aR.nr.5+ JOB SHEET NO. v/ OF CALCULATED BY `�71 DATE��2�� d CHECKED BY DATE SCALE IW -4 /0 rev c.�J arc �•rtc-1 ¢cPe — `" 13 C'c" N rjow-- — -ter L.•� , 0 S� O.t? 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GRED' ANCHORAGE AREA BOR I Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME L % �.a �f �•��-�-b�� MAILING ADDRESS J, U 15 !!—; > �d4-2,0-A`-` `RHONE LOCATI ON LEGAL DESCRIPTION SEPTIC TANK: DISTANCE NUMBER OF FROM WELL6�9ib =Ly? MANUFACTURER %jam MATERIAL' COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY :�0_00GALLONS. TILE DRAIN FIELD: TOTAL LENGTH j DISTANCE FROM WELL CInLIVA FOUNDATION -NEAREST LOT LINE d OF LINES NUMBER OF LINES T_ DISTANCE BETWEEN LINES 41 A TRENCH WIDTH36 IN. TOTAL EFFECTIVE ABSORPTION AREA 'W2 SQ. FT. LENGTH OF EACH LINE � r DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE _,�? MATERIAL BENEATH TILE W. ABOVE TILE IN. WELL: TYPE _ CONSTRUCTION DEPTH BUILDING NEAREST FOUNDATION , LOT LINE CESSPOOL APPROVED DISTANCES: INSTALLED BY: SEWER LINE DEPTH: , OTHER SOURCES DISAPPROVED PIPE MATERIAL:d'! LOT SLOPE: REMARKS: Form PW -027 NEAREST SEPTIC SEWER LINE , TANK- REMARKS SEEPAGE SYSTEM_ DIAGRAM OF SYSTEM DISTANCE FROM: DATE 215d__175 APPROVED GRE( ANCHORAGE AREA BO( -;H DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT MAILING ADDRESS ! PHONE li INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE /PIT DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY Z14• G'. 7J/�/�'' i SOIL TEST RESULTS ' �NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED , 157 '-'j 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 SEEPAGE AREA TYPE SIZ MINIMUM DISTANCES, REQUIREMENTS DIAG- OF WON Rm MEN ■ ■ ■■■■■ ■■■MEN r ■110111 � ■ ■■■■■■ ■■■0!1 ■■■■■■19, ■o■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■OMEN■■■■■■■ MENOMMOMMENEEMENOM ■MEMO■■■■M■■ ■■ ONE ■■■■■■■■■■■■ i■■■■i■■■■i ■■i FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK . SEEPAGE PIT DRAIN FIELD - Tn LICA OCGT 1 nT 1 INF WELL TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. i WATER MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD SEPTIC TANK,"' It -"e -J -� 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 1 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. • DATE 7 APPLICANT'S SIGNATURE ���•� i FORM NO. EQ -01 6 \ ^GREATER ANC|0R8CL XR[8 UUROU -` Department of [nvironme0Lal Quality 3330 '/C" Street Anchorage, Alaska 99503 SOILS l,O(| - P8DO[67lO0 I}�ST / Performed for Legal Description: ` '----------- reports:This form U8pth ` Feet Was ground water encountered? If yes, at ki)ut depth? Reading Time Net Time Depth to Water Net Drop Percolation rate mlnute, -Proposed installation: Seepage Pit___ Uraio Field Depth Of Inlet ' Uept_ � to bottom of pit Or trend. C0M1,1ENTS: By D[>-040 (6/74) MUNICIPALITY NCH AGE Development Services Department s' Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 050-224-28 1. GENERAL INFORMATION Expiration Date: 3 ^off © 2 Complete legal description EAGLE RIVER VALLEY RANCHETTES LOT 27A Location (site address) 19110 WAR ADMIRAL ROAD, EAGLE RIVER, AK 99577 Current property owner(s) GREGORY & ELLEN WILSON Day phone Mailing address Real estate agent 19110 WAR ADMIRAL ROAD, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ® Public Sewer ❑ Waiver request for: Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 55 0 Waiver Fee $ Date of Payment 6 !� Date of Payment Receipt Number �,051 q� Receipt Number COSA # 0s c.2a 1-,� g, y 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 FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 6/10/2022 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 estimate of how long a system will function satisfactory r�Q: • • • . for current or future occupants or guarantee that no unseen encroachments, deficiencies or ob•9 discrepancies exist can be given by First Water Consulting & FWfS *• 9 TH ••* 001 .. ......- 6. DSD SIGNATURE •- '••• ••• / L • • Curtis Huffman . System #1 Approved for l bedrooms �����Xs•• CE 128991 -. �� li TF�F�pROF 0/?2 System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: `�vry or lllttt(f((f((�(( O � ON-SITE O WAST_v'./ATE z PROGRAM cj tAl Original Certificate Date: CO - z) 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other • Legal Description: EAGLE RIVER VALLEY RANCHETTES LOT 27A Parcel ID: 050-224-28 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system _ A. WELL DATA — PUBLIC 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. Comments B. TANK DATA Age of tank(s) 0 — NEW TANK years Tank type/material STEP / POLY STEEL Measured operating fluid level in septic tank NEW ® Standpipes/foundation cleanout per record drawing Date of pumping NEW TANK D. ABSORPTION FIELD DATA 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 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Which system tested (date installed) 5/19/1986 Adequacy test date 5/3/22 ® ALL standpipes present per record drawing Results R Pass For 4 bedrooms Total measured depth from grade 4 ft (max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade _ft (min) Water added 600 gal ® N/A — pressurized field New depth 1 in ® Monitor tubes go to bottom of effective. If not, state Elapsed time <5 min depth into effective MOA IR ASSUMED 0.5' ®Code -required soil cover over field Final fluid depth 0 in El System presoaked Absorption rate 600+ and (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: AT MT GRADE. GOOD MATERIAL PER STEP INSTALL. MIS E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) ® Yes if No ft Septic Tank/Lift Station on Lot > 100' Absorption Field > 5' ® Yes if No ft Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ❑ Yes if No ❑ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑Yes if No ft ❑ Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ft ft ft ft ft ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® 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 If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION-,��.����i�� I certify that ! have determined through field inspections and review ,,��Q�Y' •����� of Municipal records that the above systems are in conformance.' TM with MOA COSA guidelines in effect on this date. �r+ �! .... .... .. ......... ,. .... .......... Curtis Huffman i"'r CE 128991 ..•�� lF,p' • 5117/2?. • • 4 PROFESSION --.d ft ft 0 N WAR ADMIRAL ROAD a N89'57'15"E 133.00' i m CONC D/W GRAVEL D/W O 0) N (� MH MH 27.0' `— W 62.0' W LOTEXISTING o LOT 28B O N HOUSE (6 ® SEPTIC o 27B T_ VENT O 26.2' 62.0' (ty) O O V) DECK DECK 1 Cd SHED L� 12.0' LOT 27A KEYBOX LX—X—X--X 10' UTILITY ESMT N89'59'15"W 133.00' ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: EAGLE RIVER VALLEY RANCHETTES ®= FND 5/8" REBAR LOT 27A PLAT 63-129A SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the AV�� . • ' ' ' improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance should49 Y 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 s. '.J HN L. SCHULLER.' do not appear on the recorded subdivision plat. LS -10408 "'o WORK ORDER NUMBER:DATE: SCALE: E -Mas: P 5�A JUNE 15, 2022 i"=30' schuilerOok.net � °A PaAdW 22-057 DRAWN BY: 0izCKED BY GRID NUMBER BOOK AGE ° f e s si o n °` JLS NW0054 220225 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax MUNICIPALITY OF ANCHORAGE �A ® Department of Health & Human Services r j DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D. # HAA # 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 27A; Eaqte R.Lvek Va.2tey Ranchette3 Location (address or directions) 19110 Wax AdmiAat Road (b) Property owner Stenn.et Telephone: (home) Mailing Address 19110 Glat A&ni,%a.i' Road Eagle Riven, Ak. 99577 (c) Lending Institution Mailing Address Telephone Business (d) Real Estate Company and Agent RE/MAX OF EAGLE RIVER ATTN: Audke.ry Mahon Telephone (e) Mail the HAA to the following address: (or check here XX if hold for pick up.) List contact person and day phone number below: ENGINEERING 17034 Eagle River Loop Road No. 244 _ a_)e ,:ver, A aska 99577 2. TYPE OF RESIDENCE Single -Family Xk 3. WATER SUPPLY Number of bedrooms 4 Individual Well ❑ Community ❑ PublicV Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site NX Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) 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 SF c ENGINEERING Telephone 17034 Eagle River Loop Road No, 204 Address Fame River' Alas a 99577 ' Date �t Z DHHS APPROVAL Approved forbedrooms by Date Approved Disapproved Conditional Terms of Conditional Approval The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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. 7/88) Back Page 2 of 2 A. WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) • Health Authority Approval (HAA) CHECKLIST -FEBRUARY 1984 343-4744E Legal Description: Z_o t Z % s9 1EAQ.1p E i e!� Well Classification C [A 4, `-�' A If A, B, C, D.E.C. Approved (Y/N) �J - Well Log Present (Y/N) N Date Completed Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Depth of Grouting SEPARATION DISTANCES FROM WELL: Yield Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) To Septic/Holding Tank on Lot -z- oO �t ; On Adjoining Lots xOm"_4 To Nearest Edge of Absorption Field on Lot z oy �� ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole -7 I To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA ; Date Date Installed ±E- �1- FoL Size J��No. of Compartments 3 Standpipes (Y/N) a Air -tight Caps (Y/N) u Foundation Cleanout (Y/N) _ Depression over Tank (Y/N) A) Date Last Pumped � — 6 — ' Pumping/Maintenance Contact on File (Y/N) ii/o ; for Ada Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) _ L SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: i To Water -Supply Well Z 6) C) t To Building Foundation To Property Line ___ 40 To Disposal Field / O i To Water Main/Service Line / O f To Stream, Pond, Lake or Major Drainage Course jy� I �} Comments �tl� PO MID e_ �u �` I�� Ce SS,DOD( f �M6IN�i 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata z `��g r7 Type of System Design g e� Date Installed J - 11( ` 6 Length of Field 3 r Width of Field Z 4 Depth of Field 1 / r� Gravel Bed Thickness t Square Feet of Absortion Area 7 18 4� Statndpipes Present (Y/N) Depression over Field (Y/N) n) Date of Last Adequacy TestC) Results of Last Adequacy Test SA s�j/r�G f o iti — z4 /Z,d eoo. SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water -Supply Well Z od �t To Property Line To Building Foundation / / To Existing or Abandoned System on Lot 1014 ; On Adjoining Lots 3 d To Water Main/Service Line o /� To Cutback (if present) Al To Stream, Pond, Lake, or Major Drainage Course N/ A To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed - 1 (- Dimensions LE CC qt A�-T�. �• Size in Gallons Manhole/Access (Y/N) _L4 j "Pump On" Level at 14 !14- "Pump Off" Level at Z High Water Alarm Level at `� Z Vent (Y/N) u Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments *"Check Permitted Bedroom Rating Against HAA Request"* I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Si ned S & S ENGINEERING g 17034 Eagle River Loop Road No. Company®`� "` er Date'e,�e MOA No. — v .r�)_ 3 Receipt No. / G rj {74, eC `�•,�^V 'sem h`+ Receipt No. Date of Payment Waiver Fee: $ Amount: $ Z 2-0- 6 Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 l �^ STEVE COWPER, GOVERNOR J� IIDIEPT. OF FENVIROIFIWIEI iUAII, CONSERVATION ANCHORAGE WESTERN DISTRICT OFFICE (107) 563-6775 3601 O STREET, SUITE 322 AL' CHO—P2,C_,, L4--22XSN y 99503 FOR: S & S Engineering Attn: Roger June 0-7, 1990 PT,7SID: ; 210875 According to the records on file in this office, the Norfolk Utilities Water System is in compliance With the State of Alaska Drinking Water Regulations. VEC:rs Sincerely, V .iJPA E. CRAIG. Environmental Fie d Officer MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION -AUG t 11990 RECEIVED - MUNICIPALITY OF ANCHORAGE- EAGLE RIVER AREA DEPARTME OF HEALTH AND ENVIRONMEN( PROTECTION 825 L Street, AnchoraaR. Alasxa 99501 l 264-4720 Date Received: Marc 1, 1978 #1: Time �,� ,�n1; ca,sb) #2: Time #3 : Time r Date ?-�-�� �,_���� Date Date Insp Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: Alaska First Mortgage % Stormy Mailing Address: 207 East Northern Lights Blvd. Phone: 276-0117 2. Property Owner: G. Noorlun 3. C9 Phone: Mailing Address: % Barbara Holland, Executive Realty,-.&i64-ja94 Legal Description: Lot 27A Eagle River Valley Ranchettes Subdivision Single Family Residence: (x) Multiple Family Residence: ( ) 5. Well System: Individual Well ( ) Permit # Construction Number of Bedrooms: Three Depth of Well Number of Bedrooms: Community/Public Svstem (x) Well Log on File ( ) Bacterial Analysis 6. Sewage Disposal System: On-site System (x� Public Utility ( ) Permit # Installed `q-}� Installer Septic Tank Size tic, Manufacturer n-,�_A Absorption AreaSoils Rate Material cpm, j1 7. Distances: Well to Septic Tank �' �,f1r„LAL�, L4 o Absorption Area to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line n Page Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 27A Eagle River Valley Ranchettes Subdivision Comments: Affadavit Attached: ) Letter Attached: ( ) Approved:�2Date: Disapproved: `L Date: 3 Department Worksheet: I' RECEIPT FOR CERTIFIED MAIL -3051 (plus postage) SENT TO POSTMARK OR DATE STREET AND NU ` P.O., STATE AND ZIP CODE OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN 1. Shows to whom and date delivered ........... 15¢ RECEIPT With delivery to addressee only ............ 650 2. Shows to whom, date and where delivered .. 35¢ SERVICES With delivery to addressee only ............ 85¢ DELIVER TO ADDRESSEE ONLY ...................................................... SOC SPECIAL DELIVERY (extra fee required) .................................... PS Form 3800 NO INSURANCE COVERAGE PROVIDED— (See other side) Apr. 1971 NOT FOR INTERNATIONAL MAIL a GPO :1972 O^- 480-743 1 1 MUNICIPALITY OF ANCHORAGL Department of Health and Environmental Protection ® 825 L Street, Anchorage, Alaska 99501 264-4720 . `-bequest for Approval of Individual Sewer and Water•Facilit�es 1. Property Owner: NOORLUN, G. Mailing Address: Phone: 2. Name of Buyer: ECKHOLM. Eric J. & Judith J. Mailing Address: 1028 E. 11th Ave. V13/3 3. Lending Institution: Mailing Address: --- 4. Realtor/Agent: Mailing Address: Ba-r� Holland, E-xc- t re RealtN 3 fN23 �;2 Y� s - C. 2810 C St. Phone: 274-7308 Phone: Phone: 5. Legal Description: Lot 27A, Eagle River Ranchettes Street Location: NHN War Admiral 6. Single Family Residence: (X) Number of Bedrooms: 3 Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well ( ) Public/Community System (X) If Individual Well, well depth If Community System, name of system ? 8. Sewage Disposal System: *On-site System (X) Public System ( ) If On-site System, date of installation: ? *NOTE: A well log is required on ALL wells drilled since 6/75. **If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 IN RB.M CONSULTANTS. INC. 5024 CORDOVA 13 BOX 6087 O ANCHORAGE, ALASKA 99502 0 PH. 907-279-0483 0 TLX. 090-25360 ENGINEERS GEOLOGISTS PLANNERS SURVEYORS March 30, 1978 R&M No. 351515 Executive Realty 2810 C Street Anchorage, Alaska 99503 Attention: Barbara Holland Subject: Adequacy Test on Existing Sanitary System; Lot 27A, Eagle River Valley Ranchettes Subdivision, Eagle River, Alaska Dear Mrs. Holland: At your request of March 28, 1978, we conducted a test of the septic system on the above described property. During the test the liquid level in the septic tank was monitored as water was added to the system. The measurements are summarized in the following table: The meter used during the test was a Rockwell 5/8'' standard water meter which had previously been calibrated by R&M Consultants, Inc. If the 3 bedroom residence on the property is to house 6 people, the average load on the system can be expected to be 450 gallons per day or .31 gallons per minute. During the test, the system accepted 150 gallons in 62 minutes. This indicates an average effluent acceptance rate of approximately 2.4 gallons per minute at the time of the test. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA Liquid Level Below Top Total Gallons Time of Standpipe Added 10:25 8.3 25 10:29 8.2 50 10:36 8.2 100 10:41 8.1 125 10:46 8.1 150 11:07 8.3 150 11:17 8.4 150 The meter used during the test was a Rockwell 5/8'' standard water meter which had previously been calibrated by R&M Consultants, Inc. If the 3 bedroom residence on the property is to house 6 people, the average load on the system can be expected to be 450 gallons per day or .31 gallons per minute. During the test, the system accepted 150 gallons in 62 minutes. This indicates an average effluent acceptance rate of approximately 2.4 gallons per minute at the time of the test. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA March 30, 1978 Executive Realty Page -2- Because the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. We can therefore conclude that the system is disposing of effluent at an adequate rate for a 3 bedroom residence. We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or if we can be of additional service. Very truly yours, R&M CONSULTANTS, INC. Lynne Kosikowski Staff Geologist JMB/kah Jim McCaslin Brown, Ph.D Head, Earth Science Department Ty�T�HDiAGL APES o U_:� ±� J�I.A_7 �' 1 4' o G u / Y s�GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality �GPED )AilUa4y '"6 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received December 23 , 1975 Time of Inspection 1?:Qrn Date of Ins ection U� REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. Approval requested by: Coast Mortgage Mailing Address: 4450 Business Park Boulevard 2. Property Owner: Wayne Cous i neau Mailing Address: 3. Legal Description: Lot 27A Eagle River Valley 4. Location: Phone: 274-9504 Phone: Ranchettes 5. Type of facility to be inspected Single Family No. of bedrooms 2 6. Well Data: Public Utility - 01�'_Q4 L�L�Lt<a on A. Type B. Depth C. Construction D. Bacterial Analysis 7. Sewage Disposal System: On-site system 3 A. Installed % Z ,3� Z75 B. Installer �Z_A i N '�_ �0 a, C %>b� w C. Septic Tank: 1. Size 000 2. Manufacturer 5u. D` D. Seepage Pit: 1. Absorption Area .�; p o 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank CU°`''`� Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank /0 " , Absorption area C. Absorption area to nearest lot line /0 EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Re st for Approval of Individual ' ar & Water Facilities Legal Description Lot 27A Eagle River Valley Ranchettes Comments Approved Disapproved Date 6� Approval ,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 O T74) Date Z 1. Type of Inspection: CARO VA FHA CONV 2. Property Owner: f.��A �I09-1 Co') S I Aj g'k I,-) Mailing Address: Day Phone, 3. Name of Buyer: T>n At - h d- Luc11Z!�_ f< Mailing Address: NZf 7-7b Day Phone 3 4. Name of Lending Institution: �"�I 1Lfcti7CCt a Mailing Address: M�°hone 5. Name of Realtor or .Agent: 'E X C 7 i L)� �� 1 Mailing Address: �d )(D C S i Phone '777'7 6. Legal Description: Location: 7� R 7/9- FA26rr /�Ti�. j9GG�c/ )P/-7.,c.'/�i/s 7. Type of Facility to be inspected: 8. Water Supply No. Bdrms. Z Type of Supply: Public Utility ./ Individual If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) d If Individual, date of installation EQ -037 (1/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & 4 €: GREATER ANCHORAGE AREA Department BOROUGH_.. ENVIRONMENTAL PROTECTION, of Environmental 3330 "C" St., Anchorage, Quality�E� �r 231975 Alaska 99503 - 274-4561 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CARO VA FHA CONV 2. Property Owner: f.��A �I09-1 Co') S I Aj g'k I,-) Mailing Address: Day Phone, 3. Name of Buyer: T>n At - h d- Luc11Z!�_ f< Mailing Address: NZf 7-7b Day Phone 3 4. Name of Lending Institution: �"�I 1Lfcti7CCt a Mailing Address: M�°hone 5. Name of Realtor or .Agent: 'E X C 7 i L)� �� 1 Mailing Address: �d )(D C S i Phone '777'7 6. Legal Description: Location: 7� R 7/9- FA26rr /�Ti�. j9GG�c/ )P/-7.,c.'/�i/s 7. Type of Facility to be inspected: 8. Water Supply No. Bdrms. Z Type of Supply: Public Utility ./ Individual If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) d If Individual, date of installation EQ -037 (1/74)