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Home My WebLink AboutT16N R1W SEC 24 Lot 2 Proposed: Julia Cooper Lot 2A FROM: Municipality of Anchorage REQUEST FOR VOUCHER CHECK Health & Human Services (DEPARTMENT) TO: MUNICIPAL CONTROLLER DATE: May 4, 1995 CHECK NO. R 37479 PAYMENT DT. V VENDOR NO. INVOICE NO. REQUESTTHATAMUNICIPALITYOFANCHORAGECHECKBEISSUEDTO: Name Eagle River Engineering Services AddressPO BOX 773294, Eagle River, Alaska 99577 THISPAYMENTISFORTHEFOLLOWING(SURSTANTIATIONATTACHED): Please refund the following as the engineer has requested the application for an on-site wastewater disposal system and well permit not be issued at this time. Thank you "~' T16N R1W Section 24 Lot 2 3. DISPOSITION OF CHECK: (1) ~ MAILTOPAYEE (2) [] MAILTOPAYEEW/A'i'~'ACHMENT (g) [] NOTIFYPAYEETOI~CKUPINTREASURY Name: Phone NO.: (Proposed Lot 2A Julia Cooper Subdivision) AUTHORIZED USE ONLY (6) [] NOTIFYDEPARTMENT~PLOYEE WHE]N CHECK IS REAOY IN FINANCE 4. ACCOUNTS TO BE CHARGED: Org. NO,: Phone NO.: DESCRIPTION 5. TOTAL AMOUNT OF CHECK 6. SIGNATURES ~ t ~*~.~ Employee 7. INSTRUCTIONS 343-4744 Phone No. Approving Authority a. TO be used only when payment cannot be made by purchase order, travel expense report, travel authorization or petty cash. b. Must be approved by department head unless approval authority is delegated in accordance with Policy and Procedure 24-7. c. Retain carbon copy for your file. 40-001 (Rev. 2/91) MOA#15 440. NOTE: Application musl be filled out completely. Property Owner Name Mailing Address Legal Description Lot Size ./'~/¢ Number of Bedrooms: MUNICIPALITY OF ANCHORAGE Department of Health & Human Sen/ices On-Site Sewer/Well Permit Appl!caflon SINGLE FAMILY DWELLING Section Inspections will be conducted by: Approved Engineering Firm Day Phone Zip Cod~ Subdivision /AP Municipality (permit fee included) Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jacuzzi, or Water Softener Unit? ~ /~ If yes, which one? This application is for: Sewer Only Sewer and Well /~ Sewer Upgrade __ Well Only I certify that the above information is correct. I further certify that this application is being made for a Single Family and in accordance with applicable Municipal codes. ~ Properly OwnerANell Driller Fees: /TZ/-z'/~) ~4_J'~ Receipt # 7 ~--~ ~ ) Permit # ~ V~/c~..r ~)1~) 72-012 (Rev, 10/86) Municipality of Anchorage ~ DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Services Division Telephone: 343-4744 ON-SITE SERVICES FEE DOCUMENTATION ..... 0S--00750 Date Paid: -~___~ '~ ~)~-~'_5-- : N~_,e of Payer: (~me on Check' - Permit Numar: _ M~ing Address.~;,~'~' ~ ~ Rece p,~: ~7 gal Description(s~~~ ~ ~';~,. _Check ~: ~- G2 Type of Payment: (Indicate Amount Paid) ~ealth Authority:__ ~ Excavator Permit' . 'oewer & Well Permit. En ' Lot Line' ~ ~ gineer Permit: _ Well Permit:_ /( ~/¢~6o ~ ~ro/ ,. . Sewer Permit: ~ (':~O f ~ Copy Request: Tank Manufacturer. Well to Tank: Well to Field ~ Field to Surface Water Tank tn .C:,,rf~.~ ~^,~,.~_ Louis Butera, P.E. Registered Civil Engineer May 2, 1995 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 2A, Julia Cooper Subdivision ANCSA Lot 2,: T16N R1W Section 24 Narrative & Permit Application Dear Mr. Cross: On behalf of our client, Mr. Cleve Cooper, we are requesting a refund of the well and septic permit fee ($440) on the above referenced propeity. This permit was being held prior to review for the finalization of a proposed subdivision of the property. An inspection report and asbuilt of the septic system upgrade on proposed Lot 2B, permit SW950035 has been submitted on April 28, 1995. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \C:\WPWIN60\WPDOCS\1995\95-016B.NAR P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 Louis Butera, P.E. Registered Civil Engineer March 14, 1995 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 2A and 2B, Julia Cooper Subdivision Narrative & Permit Application Dear Mr. Cross: The proposed wells and septic systems 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. \C:\WPWIN60\WPDOCS\1995\95-016A.NAR P.O. Box 773294" Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 ~ 3~3£'55'' ~ 5~0.19 o - SEWER CLEANOUI' ,-. / ~ ~ / ~ L.:~' ~ KNOWN CUR~ DRAINS ~ ~¢ NO SURFACE WATER SEPTIC SITE PLAN LEGAL: LOT 2A, 2B PROPOSED JULIA COOPER SUBDIVISION .~ ..' 'i-..~¢ . s,~o,v,s,oN OF *NC~* LOT ~. ~N ~ S~C.~ ~"~9~ OWNER: COOPER Joe ¢ 95-o~61 DATE: 3/~6/95I SCALE 1"= 100' P.O. ~o~ 993294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 5- 6- 7- 8- 9- 10- 11 13- 14- 15- 16 17- 18- 1g- 20- COMMENTS DATE PERFORMED= ~ ,/)~=.5-- T Township. Range. Section: SLOPE WAS GROUND WATER ENCOUNTERED? $ IF YES, ATWHAT ~ DEPTH? p E Depth ID Waler After Monitoring? D.'~ y Oale: 3'///g/~5- PERCOLATION RATE ~ '~ (m~nutes/inch) PERC HOLE OIAMETER ~ TEST RUN SETWEEN ~"5~ FT AND 4, O FT PERFORMED BY: ~ ~ f I ~-~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE; 72-008 IRev. 4,85) SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: A. Lot 2A and 2B Julia Cooper - PROPOSED A Subdivision of ANCSA Lot 2, T16N RiW Section 24 GENERAL 1. The well and septic plan is 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 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 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. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. The bottom of the bed shall be level, plus or minus 1.5". The total depth of the gravel bed excavation is not to exceed 5' at any point. A 2' sand filter layer shall be placed under the sewer gravel. The sand shall be from a currently approved filter sand soume. The bed gravel is to be covered with typar fabric material. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 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' GRAVEL DEPTH = 6" under pipe, 2" over pipe BED LENGTH = 43' BED WIDTH = 15' SOIL RATING = 0.7 GPD/ft2 (filter required) BEDROOM CAPACITY = 3 SEPTIC TANK SIZE = 1,000 gallons minimum Twenty-four (24) hours notice required for all inspections. C:\WPWIN60\WPDO CS\1995\95-016A.SPC ~- EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 95-016 Calculated By: LB Date: 3/10/95 Single Family 3 Bedroom Dwelling Bed Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Pemolation rate = 0.08 minutes per inch Wastewater application rate = 0.7 gallons per day per square foot Required absorption area = 643 square feet Bed width(W)= 15 feet Gravel depth (D) = 1 feet Required length = Required absorption area / Bed width Required length = 643 / 15 Required length = 43 feet " SINGLE FAMILY ON-SITE WORKSHEET ERRS PROJECT NUMBER: 95-016 LEGAL DESCRIPTION: JULIA COOPER LOT 2A NUMBER OF BEDROOMS: WATER USE PER BEDROOM: PERCOLATION RATE: DEPTH TO GROUNDWATER: DEPTH TO IMPERMEABLE LAYER: ANTICIPATED DEPTH OF COVER: MOUND OR BED SYSTEM CALCULATED BY: 3 150 GALLONS 0.083 MINUTES PER INCH 15 FEET OR MORE 15 FEET OR MORE 4 FEET 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 B 1 15 43 0.7 GAL/SQ.FT 643 SQ.FT EFFECTIVE DEPTH (FT) 1 2 2.5 3 3.5 4 DESIGN SPECIFICS FIELD SYSTEM: GRAVEL DEPTH: TRENCH OR BED WIDTH: LENGHT: 54 FEET 43 FEET N/A #VALUE! LB USABLE SOIL STRATA TOTAL USABLE DEPTH: USABLE SOIL STRATA DEPTH: GAL/SQ.FT SQ.FT DEEP TRENCH OPTIONS 3 FEET WIDE TRENCH REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH LENGTH (FT) DEPTH (FT) LENGTH (FT) #VALUE! 4 #VALUE~ #VALUEI 4.5 #VALUE! #VALUE! 5 #VALUE! #VALUEI 5.5 NA #VALUE! 6 NA #VALUE! 7 NA (B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH) FEET FEET FEET TOTAL EXCAVATED DEPTH: 7 FEET