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Home My WebLink AboutLot 75B Municipality of Anchoroge Poge 1 of_ 2 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW990010 PID Number: 051--093--25 ~ame:WlLLIAM AND DORTHY ELDRED WastewaterSystem: · New [] Upgrade Address: 20241 McKINLEY VIEW CHUGIAK, AK 99567 ABSORPTION FIELD No. of Bedrooms: Ph°ne:(907) 688--2800 [DDeep Trench IShollow Trench [3Bed [3Mound E]Other LEGAL DESCRIPTION 1.2 oP~/s,. F, 5.0 - 5.5 75B - ELDRED 2.5 - 5.0 ~ 2.5 - - - 1.0- 1.5 Et 50 WELL: · New [] Upgrade 5 pt 1 PRIVATE 240 Ft. 120 ,t. ,390 sQ. Pt ASTM D-,30,34/F-810 D'"S"SULLIVAN WATER WELLS 4/28/99 5 Pt. WHITFER EXC. 99 - 8/2/99 ~l.,d: 1.0 gpu UNKNOWN ~ 2'+ Ft. TANK SEPARATION DISTANCES . Septic [] Ho,ding n S.T.E.P. To Septic Absorption Uft Harding ~ublic/Pr~vote Manufacturer,, Cop~ci[y in gallans= -rom T=nk Reid Stetlon Tonk S.wor Uno. ANCHORAGE TANK 1000 Well 100'+ 100'+ - -- 25'+ STEEL 2 Sudace 100'+ 100'+ - - - LIFT STATION Water Lot Line Foundation 5'+ 10'+ -- - -- Drain NONE KNOWN I I ~emerks: BENCH MARK TOP OF CMU. 119.64 Inspections performed by: AWWC, INC. Dates: 1st 2/18/99 l....;....'i~/.if.,/'...,//~ .......... ...' Department of Healt~:~an,d ~lu/~.a.n~Services approval _ -..-~ '. ........ PERM'T NUMSER:SW9900,O AS--BUILT DRAWING p~OE'.D H.MS'R:O,l__093__2, '/ N~WI000 ~bON / ~ .-%-' ~T~c°~ / / / ~ X rco ~ ~ / / ~ ~~ ~ // ,//// ~ ~ ~ // ./ ~/ ~AS~ WATER ~ WASTEWATER CONS~T~TS, ~C. "d~;~ ELDRED SUBDIVISION; LOT 75B (T15N, R1W, SEC 8) PREPARED FOR: PHONE NUMBER: WILLIAM AND DORTHY ELDRED (907) 688-2800 ~¢~.~ '-.. .....~&~ DATE:I 1/3/99 ~WN BY: SCALE: PAGE: K.D.W. 1 = 40' 2 OF 2 by DOC Co. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2759 OWNER OF LAND ~,~ Jh,O ADDRESS .~t~.'c2*4~l /'3/~ C-~'//d/t"-Y' LEGAL DESCRIPTION ~ '/% PERMIT NUMBER ~9¢ln Date of issue ~ -~-~ T~ I~p~NTIFIOAT~QN NUMBER. s well located at apl ' Iocatioh.?'5 ~ Yes~ No MethOd o~ Drilling: ~t~~ ~ cable tool Depth of well: ~ O % CasingTYPe ~E& WallThickness ,~0 inches Diameter inches, depth feet Liner Type: ~ ~ ~ casing SfickuP Above Ground: ~ feet Static Water Level (from groUnd level)~ ,' ~ feet Pumping level: feet after hrs. pumping gpm Recover Rate: ~ gpm Method of Testing: ~1~. Well Intake Opening Type: ~ Open End ~n H01e ~ Screened; Stad feet Stopped feet ~ PeROrations Sta~, .. ,f ~ .feeL~topped ~ ~ fee[ Depth: from O feet, to~: ~ feet Pump Intake D~pth: feet Pump Size hp Brand Name Well Disinfected Upon Completion? ~s ~ No Method 0f Disinfectiom O~A ~,,d,E Comments: ~ . RE HOLE DATA DEPTH Driller's Name ATTENTION: t s the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department 0f Health & Human Sen/ices and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. by- Sb-] �ytf lb' µ7N1'1 I-muri t=. m. r_ng ineer ing zwus PERFORMED FOR: j LEGAL DESCRIPTION: .2 3. .0,,16 4- 6- 6 .7 7 10 D; 11 - 0 12' 14 .16. 17 18 19 20 _I—Vaf COMMENTS i� r r ra'�ou r. U-4 WWI"k ww''1 Municipality of Anchorage 4 DEPARTMENT OF HEALTH & HUMAN SERVICES f ' 825''L" Street, Anchorage, Alaska 99502-0650 ®ra J+ SOILS LOG - PERCOLATION TEST'S C 36 400 •' DATE PERFORMED: % Township, Range, Section: -rI3- f/ R�w .e7-. �^ SLOPE SITE PLAN i 7x091 Wi TIr ��9o��•cj . /�ay Tcs�. j L( oys ; i WAS GROUND WATER i ENCOUNTERED? _ /f10 i S IF;YES. AT WHAT L DEPTH? 1V4P E Depth to Water Ater :Monitoring? Date: I Reading Date Gross Net Depth to ( Net Time Time Water I Drop c riks T PERCOLATION RATE (minutevinch) PERC HOLE i . TEST RUN BETWEEN FT AND FT PERFORMED BY: I CERTIFY THAT THIS TESTjWAS PERFORMED IN ACC04DANCE WITH AL .STATEANQ WJNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE - 72 -008 (Aev. 4/85) ` PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DA E PSRPORMED: 'C--,Z;' LEGAL DESCRIPTION: 2 3- 4- 5- 6- 7- 8- 9- 10- 11 12 14 15 18 17 20 COMMENTS Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~--~ ]~, ~:) / DEPTH? P E Oeplh Io Walar Af~er ~ ~ ~ Monitoring7 ( ' ~ Dale: PERCOLATION RATE -- TEST RUN BETWEEN ]' ~ (minutes/tach) PERC HOLE DIAMETER '~' FTAND ~/ FT P. 0. Box 773294 --o ........~,,, 09~,, PERFORMED BY: , I "~---'~ CERTIFY THAT THIS TEST WAS PER¢ORMED IN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Date Issued: Feb 05, 1999 Expiration Date: Feb 05, 2000 Permit Number: SW990010 Legal Description: T15N R1W SEC 8 LT 75 Design Engineer: 0024 Eagle River Engineering Services Owner Name: William & Dorothy Eldred OwnerAddress: 20241 McKinley View Chugiak, AK 99567- Parcel ID: 051-093-25 Site Address: 020241 MC KiNLEY VIEW AVE Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. 5. The following special provisions, This permit is for proposed Eldred Subdivision Lot 75B Received By: Eagle 14iver Engineering Louis Butera, P.E. P.O. Box 773294 (907) 694-5J-95 tel Eagle River, AK 99577-3294 (907) 694-3297 fax November 19, 1998 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 75 T15N R1W Sec 8 (Prop. Lbt 75B) Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \ 1997~98-069-NAR.DOC All Wells +100' h25'-1~ All Septlcs +50' , / ¢~'tentl Prop Lot 75B / kk ~ .... ' / / Reservotion All Wells +100' All Septics +30' ~ TEST HOLE · MONITOR TUBE o SEWER CL~NOUT ~ - WELL ~SEMENT NO SURFACE WATER PROPOSED L~CHFIELD NO KNOWN CURTAIN DRAINS ~- EXISTING L~CHFIELD WELL/,SEPTIC SITE PLAN LEGAL: Lot 75 T15N RIW Sec 8=. .- -o L&v.- .... .~4~..__.,, O~ER: E[d~ed CONTRACTOR: N/A EAGLE RIVER ENGINEERING SERVICES ~A P.O. Box 773294 ~ EAGLE RIVER, AK. 99577 ~ ~ (907) 694-~95 FAX: (907) 694-a297~ Eagle iver Engineering Louis Butera, P.E. P.O. Box 773294 Eagle River, AK 99577-3294 ex'vices (907) 694-5195 tel (907) 694-3297 fax LEGAL: SPECIFICATIONS FOR ON~SITE SEPTIC SYSTEM Lot 75 T15N Rlw Sec 8 (Prop. Lot 75B) 11/19/98 A. GENERAL i. 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 Health 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. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended'that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK I. Septic tank shall have a minimum capacity of 1000 gallons and be of MOA approved design. C. TRENCH l. 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 5.5' at any point. 4. The effluent iine within the trench shall be laid level within 0.0Y. 5. Tile trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth oft 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, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 5.5' GRAVEL DEPTH = 2.5' under pipe, 2" over pipe TRENCH LENGTH = 48' TRENCH WIDTH = 3' SOIL RAT1NG = 1.2 GPD/ft2 BEDROOM CAPACITY = 3 SEPTIC TANK = 1000 gallons Twenty-four (24) hours notice required for all inspections. \1997\98-069-spec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907} 694-5195 ERES Project No.: 98-069 Calculated By: LB Date: 11/19/98 Legal: Prop Lot 75B Single Family 3 Bedroom Dwelling TEST HOLE,~- Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width ON) = Gravel depth (D) = 450 gallons 1.3 minutes per inch 1.2 gallons per day per square foot 375 square feet 5 feet 2.5 feet Required length = Shallow trench factor * Required absorption area / W Shallow trench factor = 0N + 2) / (W + 1 +2 D) Shallow trench factor = 0.64 Total Excavation Depth = 5.5 feet Required length = 48 feet 98-069-cal.xls 10:35 AM11/19/98 SINGLE FAMILY ON-SITE WORKSHEET ERES PROJECT NUMBER: 98069 LEGAL DESCRIPTION: Prop Lot 75B NUMBER OF BEDROOMS: 3 WATER USE PER BEDROOM: 150 PERCOLATION RATE: 1.3 DEPTH TO GROUNDWATER: 10 DEPTH TO IMPERMEABLE LAYER: 12 ANTICIPATED DEPTH OF COVER: 3 MOUND OR BED SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: MINIMUM BED LENGTH 12 FEET WIDE BED 15 FEET WIDE BED TRENCH SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: SHALLOW TRENCH OPTIONS 5 FEET WIDE TRENCH CALCULATED BY: LB GALLONS MINUTES PER INCH FEET FEET USABLE SOIL STRATA FEET TOTAL USABLE DEPTH: USABLE SOIL STRATA DEPTH: 0.8 GAL/SQ.FT 563 SQ.FT 6 3 47 FEET 38 FEET 1.2 375 GAL/SQ.FT SQ.FT DEEP TRENCH OPTIONS 3 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) DEPTH (FT) LENGTH (FT) 1 66 4 NA 2 53 4.5 NA 2.5 48 5 NA 3 44 5.5 NA 3.5 NA 6 NA 4 NA 7 NA 8 NA 9 NA 10 NA DESIGN SPECIFICS FIELD SYSTEM: GRAVEL OEPTH: TRENCH OR BED WIDTH: LENGTH: TOTAL EXCAVATION DEPTH: S (B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH) 2.5 FEET 5 FEET 48 FEET 5.5 FEET 98-069-cal.xls 10:35 AM11/19/98