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HomeMy WebLinkAboutHILDRETH LT 5HI'*Idreth Lot 5 #050-331-17 Municipality of Anchorage Page Z of DEPARTMENT OF HEALTH AND HUMAN SERVICES - ENVIRONMENTAL SERVICES DIVISION q � ­aq A44' P.O. Box 196650 * Anchorage, Alaska 99519-6650 0 Telephone: On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: S-L.., - 0 -1- 0 1 -a PID Number: 'Q 5-e) ­ 771 - 17're-J3 Name: Wastewater System: 0 New 0 Upgrade 17,ef� o Address: ABSORPTION FIELD Phone: No. of Bedrooms: 0 Deep Trench VShallow Trench OBed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 6 GPD/Sq. Ft. _ Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe Y /V 1A Fl, Ft. Township: Range: Section: Fill added above original grade: Gravel length: S-0 / Ft. Ft. WELL: M New D Upgrade Gravel width: Number of lines: Distance between tines; P 14 57 Ft. Ft._ Classification (Private. A.B.C): Total Depth: Cased To: Total absorption area: Pipe material: 'Y-00 Ft. z-// FL r&2 0 SO. Ft. I'llf S' A Driller: Date Drilled: Static Water Level: Installer: Date Installed: 9%-q -0 ;t- 130 Ft. r-t;(^10SA-t- ff-�rl —* Yield: Pump Set at: Casing Height Above Ground: TANK GPM I FI a Ft. SEPARATION DISTANCES 0 Septic 0 Holding 'RS.T.E.P. To Septic Absorption Lift Holding Public/130vate Manufacturer: Capacity In gallons: From Tank Field Station Tank Sower Lines 4-,W I-J Well 1q.)A- t I Material: Number of Compartments: -k. Surface Water flop' ti-lq) I LIFT STATION Lot Line -t- 41j/ Size ingallons: 5-4 90 Manufacturer: Foundation "Pump on" level at: Pump off" level at: -1 High water alarm at: I 4-jr 1. Lto &? S. Curtain Pump Make & Model Electrical inspections performed by: Drain OS T-6 5-.A0 N H P S,- e q frae Z, e.A /erto?-, j5/.4+rfCkj Remarks: BENCH MARK Location and Description: 7*4 Assumed Elevation: ENGINEER'S SEAL %% ,gyp y Inspections performed by: feve-� r- Dates: ist7--11 -.4 4939 49.0 pwewf Iva 002-00" 2nd L-2-23 V.. Department of Healt nd Human Services approval i Louis A. Butera e. %P. C E V36 dc Reviewed and approved by: Daite, 72-013 (Rev. 9/91) MOA 25 Permit No. SW D,a 0 3 )-s Page 1 of 1 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On —Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 5, HILDRETH SUBDIVISION PID No.: 050-331-17000 01/01/1999 00:01 6882259 SULLIVAN PAGE 01/01 Cerfif teb drilling dog by SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688.2750 OWNER OF LAND: &AIMI 4-13c4auz Y.il-Ekslj ADDRESS: LEGAL DESCRIPTION- � a l OTC DATE: M. PERMIT NUMBER: oaf) *&- . Date of Issue -i5a TAX IDENTIFICATION NUMBER: Q!ji[L- 3— J - j'* Is well located at approved permit location? : es No Method of Drilling: u.atFrotary :1 cable tool Depth of well:� ������ ''�� 6' Casing Type 5ZIEG IL``Wall Thickness j w?5Q inches Diameter inches, depth feet Liner Type: ' V" W E Casing Stickup Above Ground: o2. feet Static Water Level: 13 0 feet Recover Rate: i—gpm Method of Testing: Well Intake Opening Type: U open end era hole -1 Screened; Start — feet Stopped feet Perforations Start feet Stopped feet wes- Grout Type: t a'� T� R.,` is Volume 1'� 01"u Depth: from feet, to ok 4D feet Well Disinfected Upon Completion? wr<� No Method of Disinfection: __'�70 Q t,f'Lox j odrz Comments: BORE HOLE DATA DEPTH Foam To ae'fS-, .A+6, w y7�r 3 C K s, K. AS— 221 60A6!� 6RH 64,4 a v�13 Ee 9 o L < 46 1r,6w 6 Me 1 A,_=*m3 Driller's Name) ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human SArviees and/or Department of Environmental Conservation. MatSu Borough; Department of Environmental Conservation. ARROW gIMR & WER SERVICE, LLC R.O. Box 110496 Anchorage, AK 99511 Office: (907) 346-9355 • Fax (907) 333-8976 E-mail: aarowpumpandwel)svc@hotmail.com CUSTOMER 30B SITE 166 flPt, E'Iq DmdoQCE V/1 6167 - IN DICE ATE12- S4WL LHLORINAT£n PUMP DEPTH r SA�ERSON � o r QUANT DESCRIPTION PRICE AMOUNT � S C I,), 3 10_3 TVV 1/L ►� 3 �E 3:Do P6 r , r;aVv J,-1- LABOR HOURS RATE AMOUNT TOTAL MATERIAL TOTAL LABOR rKORDEgffiTT DATE COMP. TOTAL LABOR Thank You as_ PAY THIS AMOUNT 1,5230 _ SIGNATURE (i Hereby Ac edge the Satisfactory Completion at the Above Described Work.) TERMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. Eldon DeKay, DMD ADL467aim 69720FM52 1710 Beverly DeKay ADLA6713782 18512 SIItIWater Eagle River, AK 99577 DATE PAY/} (907) 6964874 TO THE ORDIE" iQ� �Jn9W A/I ..JVI •!IL r t-L� .� ✓/�U��-rC7 ORDER OF V CREDIT UNION 1 Iefi35 CENfERFIELO OR -, EAGLE flIVER. AK 99577 r:3252720631. 61 5040"30 1e■ �71❑ 1 i e i i i i rrl i i l r r•— r� V I/ L/ L I Y / L L- L/ 0 SEARCHED FOR AND NOT FOUND ❑ G.M. O--OEM ❑ UT, ❑E OF A im Kenneth W.yers LS-8535 J� riiIII OrESSIool-, � PARCEL CONTAINS: 416,178 ± SQ. FT. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON RECORDED PLAT No. 66-75 , ARE NOT SHOWN HEREON. SCALE 1" = 50ft. LEGEND PATIO DECK WOOD/PLASTIC DECK SEPTIC VENT WATER WELL FOUND REBAR GAS METER ELECTRICAL METER UTILITY PEDISTAL ELECTRICAL TRANSFORMER AS BUILT NO CORNERS SET THIS DATE ASBUILT 4-14-2004 GRID NW0256 FIELD BOOK No. 03-1029 AA ELECTRIC 2730 GLACIER ST. ANCHORAGE, AIC. 99508 (907) 337 5583 FAX (907) 333 7269 5-10-04 To Whom It May Concern: Re: Lot 5 Hildreth Subdivision All Electrical work is completed as per NEC. i MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 '-WzA-Z'C 7/2 2/o 3 2 --2 z 1v s AFe r/t ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT aUQ A. Initial Date Issued: Sep 04, 2002 Permit Number: SW020325 Legal Description: HILDRETH LT 5 Design Engineer: 0024 Eagle River Engineering Services Owner Name: Eldon & Beverly DeKay Owner Address: 18512 Still Water Eagle River. AK 99577 - Expiration Date: Sep 04, 2003 Parcel ID: 050-331-17 Site Address: Lot Size: 415800 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: G Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ PrivyPrivate Well ❑ ❑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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907)343-7904(24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Receive Issue d Received Date: By. ' Date: O Z Municipality of Anchorage --� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 1966650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 331- (--7 Permit Number SW02032s Qq6—g$ggPropertycwner(s)G1dOn y phone Mailing address (1 Mailing address Code I 15 -] % Legal description (Lot, Block & Sub'd.) �- O i" �J , H t Legal description (Section, Township & Range) Lot Size q 15 t O 00 Acres/ .Ft Number of Bedrooms Lf THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of properfj owner or authorized agent) Permit Fees: 5-0 - � v Waiver Fees: _ Date of Payment 817N IaZ - Date of Payment: Receipt Number: (24 (48O1 At�_i . Receipt Number: (P.!'/. 1Tco) �� j% U Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 Eagle River, AK 99577-3294 August 13, 2002 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Flildreth, Lot 5 Narrative R. Permit Application Dear Mr. Cross: (907) 694-5195 tel (907) 694-3297 fax The proposed septic upgrade/well and septic system will have very limited impact on and not impact replacement or original water or wastewater systems on adjacent properties for the following reasons: The surrounding lots are very large 10 acre parcels, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity of the soil. SurfaceDrainage will not be affected and is not a major consideration in our design. We are planning on building out the top of slope below the leachfield reserve area to allow for a 35' distance to a change in slope of +25%. This lot is very large but due to the slope aspect there is only one good building location and one good septic leachfield location on a natural bench shown on our drawing. We are requesting that the system be allowed to be installed and the reserve area be located at 35' instead of the required 50' distance. This requirement is being met by placing soil material to build out the top of slope. There is also a surface water containment problem in one area of the lot that will affect the required 100' separation distance requirement to the septic tank/ lift station. We are in the process of containing and diverting the outfall of this spring as shown on the plan. Request review of the permit assuming the spring is being taken care of so we can continue work toward a land use permit. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \2002\02-022SEPTICNARRATI VE. DOC Eagle River Engineering Services Louis I3utera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3291 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Ilildreth, Lot 5 August 13, 2002 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of I lealth and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 7. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 8. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK/LIFT STATION 1. Septic tank and lift station shall be 1,500 gallon Orenco/Anchorage Tank model OSI 05-20-1111F. 2. Receipt from licensed electrician stating the lift station was wired to applicable codes to be supplied to Engineer. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed Tat any point with relation to ground surface. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, or 100 feet to any surface water, spring or outfall. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH= 7' GRAVEL DEPTH = 4' under pipe, 2" over pipe TRENCH LENGTI I= 50' TRENCH WIDTH = 5' SOIL RATING = 1.2 GPD/ft2 BEDROOM CAPACITY = 4 SEPTIC TANK = 1,500 Lift Station Twenty-four (24) hours notice required for all inspections. \2002\02-022Trench-System spec.doc X25% 1 X25% NATURAL BENCH AREA tl04.9' Yor• hoz 259. 000.30 UNSUBDMDED1 VACANT J LOT 5 NO WELLS +100' 10 SEPTK:S +30' HOUSE AND TEST HOLE LOCATIONS FROM PLOT PLAN SURVEY BY ROBERT JOHNSON 8/02 NO SURFACE WATER NO KNOWN CURTAIN DRAINS LOT 10 VACANT' N89.59'150W 660.43' AGcovuoDATE RESERVE AREA Fl 1+25R 0 - TEST HOLE • - MONITOR TUBE O. RACK 1 V 1-1/K' PVC 4. —SET i — TOP Of \ , SLOPE\ C m Z-ly NOUSE 1mc/ 1 C: CC I STATKIN L POAP. RACE 3 CO7 TOP OFFS SLOPE . L: O b SPRING OUT FALL C o C c z _ z LOT 5 NO WELLS +100' 10 SEPTK:S +30' HOUSE AND TEST HOLE LOCATIONS FROM PLOT PLAN SURVEY BY ROBERT JOHNSON 8/02 NO SURFACE WATER NO KNOWN CURTAIN DRAINS LOT 10 VACANT' N89.59'150W 660.43' 0 - SPRINGS 0 - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEAN OUT 4. - WELL LOT 6 VACANT EASEMENT - - - - PROPOSED LEACH FIELD EXISTING LEACH FIELD © — DRNEWAY WELLZ FSEPTIC SITE PLAN LEGAL: HILDRETH, LOT 5 OF 144 OWNER: DEKAY CONTRACTOR: N/A ' * 49 TH? ....... JOB 02-022WS DATE: 8/13/02 SCALE 11f =100 EACLE RIVER ENGINEERING SERVICES AP.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3295 • LOUIS A. BUTERA CE -6736 •.' �_ III I,,�!aESS1ot11\���`` EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907)694-5195 ERES Project No.: 02-022 Calculated By: LB Date: 08/09/2002 Legal: Hildreth, Lot 5 Single Family 4 Bedroom Dwelling TEST HOLE 1 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 2.4 minutes per inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 500 square feet Trench width (W) = 5 feet Gravel depth (D) = 4 feet Required length = Shallow trench factor' Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.50 Total Excavation Depth = 7.0 feet Required length = 50 feet of At I ................ AS A. BUTERA: CE -6735 ES9a� OF Municipality of Anchorage*9�'"L�ti *°0 If OevelcpmentServices Department eeefw9 �C1*� Budding Safety Civiaion IF • a� Onsite Wear and Wastewater Program Brag d • .t700 South aw SL %416�% Louis A- Buteta tP.O.Boz19fi6.S0Ancharage,AK995r9b650 �00 ywwd.anCroraceak.(907)343.7904~ti..��e1,,,.- T H 1 Soils Lag - Percolation Test � Performed For. f1dah DeLsy . Date Perfotmed:—�%1S/02 Legal Cescription: H i Id rP t ti , Lot - Township, Tapso�I�Or9Qaic CM 4'ilty Sandy P roy - Rot.K to .3`tr' Moi5f of 8offotn 1' I 6ed roG k/Ref osal t n- CCMMENTS WAS CROUTE WATER Cate Gross Time El+CCt1NTER=07 Oepm to Water Net Crop Soo K ...(�Y.� S (FYES.ATWiATCEPTNT L Ceptn a Wabr After 6/28102 F monnoringT a cats 'r 5:10.02 Reading Cate Gross Time Net Tare Oepm to Water Net Crop Soo K 6/28102 3:0 VtO 2 'r 5:10.02 3 3:11.05 3: 17. 24 6.19Min PryErr 5 " 3:19, 02 S'4�6�' 6 " 3:2;,23 6. 21 vvj,m or d" PERCOLATION RATE I, I PERC NOILE OIAMETuY i, 'r TEST RUN BETWEEN '51 Fr ANO FT PERFCRMEDBY: F. R, E, S CERTIFY THAT THIS �ESTWAS PERFCRSIED IN ACCCRCANCE'MTrt ALL STAT AND r.IUNIC:PAL GUICELINES IN EFFECT CN THIS OATS. CAT E. CS — /i—eZ Municipality of Anchorage Oevelcpment Services Department Building Safeq Division • y,. OnSde Vverer and Wastewater Program 4700 South Bragaw SL P.O. Box 196630 Anchorage. AK 995IU650 �wwwd.andwrme ak.hn (907) 343-7904 Louis A. Butera CE4136 � r T N a Soils Log - Percolation Testl 4i%iz'� Qs Performed For. Fidah De ay . Date Performed: 9/2S/02 Legal Description: H i Jd r tot ti, L a t S- Township, Topsa;l/orSgnic 2-1 ` 11 SardyGravzl 4- rn largo I CGK� 10- 11- 12- 13- 14-' 15- 16- 17- 1 a- 19- 20- CCM'.IENTS 4--A c rem WAS GROUND WATER Date ENCOUNTERED? /0 Net Tune Depth to Water s IFYES.ATVIWTCEM? NQ L Depth towater ArW Mondarhngl e Reading Date Gross Time Net Tune Depth to Water Net Crcp Soo I i) T102 ' I 1 .0 0 413Y/`h Z It 00 IOn;n r 19 'it %t It4• . 4 g 4� e3 T II6 . * s- S " 4 � 3t7 . 15 4' 4/R 11 6 It 4:47. IS I(f MhN r r -rrYV 1 •l6N PERCOLATION RATE .7,Y PERC HOLE DIAhrET4 TEST RUN BEV/SEN 4.' FT AND S' FT PERFCR'.tEO BY: ��, $$ 1 CERTIFY THAT THIS TESTWAS PEaFCR..%IED IN ACCORCANCE WITH ALL STATE AND MUNICIPAL GUICELINES IN EFFECT ON THIS OATS. DATE. e -1 -7 --Cl