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Home My WebLink AboutTHOMAS L BOYLE BLK 2 LT 16B5/oc/ Z_ MUNICIPALITY OF ANCHORAGE Department of Health & Human Services On-Site Sewer/Well Permit Application NOTE: Application must be filled out completely SINGLE FAMILY DWELLING Parcel Identification Number Property Owner Name~'"I )fL)~'~. ~'.. I.)()Vt Pt (~t. ;~ ~ ~)0 '~ Day Phone ./Y.~ :'/~[d~ ~. Mailing Address ' :' ~ ' ~ ,,~ ~ ~ '~ ~ ~ '~ ,, ,~ ~ ~'~ Zip Code ~ ~ ~ ~ ~ ~ ' ~ ~'~,~,~ Lot BJock Subdivision Section Township Range Inspections will be conducted by: ~'~roved Engineering Firm ~ Municipality (permit fee included) Does your house contain any of~.foltowing: ~ Hot Tub ~ Swimming Pool ~ Therapy Pool D Jacuzzi ~ Water Softener Unit This application is for: ~Sewer Only ~Sewer and Well ~ Sewer Upgrade D Well Only ~Water Storage I ce~ that th~ above ~nformabon ~s correct, i fuaher ce~i~ that ~,.,~ in accordance with applicable Municipa~ Codes ...... PrE~e~y ~wner~e~ Driller Fees: '~ '2:'~'"~7 .' Waiver Fees: 72-012 (Rev. 4~98)* HAAS ~ ASSOCIAT~,S CIV1L ENGINEEI?JNG CON,~ULTANT,~ MA~AL~ TE~TING ENVII?-,0NbtENTAL ,.~ERV1CE~ August 2, 1999 Municipality of Anchorage P.O. Box 196650 Anchorage, Alaska 99519 Attn: James Cross P.E. Re: Lot 16B Boyle subdivision Dear Mr. Cross: Please find enclosed our proposed septic system design. Currently the two-bedroom house located on Lot 16B, and the three-bedroom trailer located on the lot-line 16A and 16B is served by the existing private well on Lot 16B. After the proposed new private well will be completed on Lot 16A this existing well will serve only the two bedroom house and the proposed shop on Lot 16B. Also, please note the waste water from this two-bedroom residence is presently discharged into the existing 1,500 gallon concrete tank and drain-field located on Lot 16A. Once the proposed new septic system is completed ou Lot 16B, it will serve only the existing two-bedroom residence and the proposed shop located on Lot 16B. The proposed water and septic system should have little or no effect on adjacent systems. The neighboring septic systems are over 100 feet from the proposed drain-field. The reserve space is adequate according our test holes rdsults. The drain-field and the septic tank will be mounded,' top-soiled and seeded to provide positive drainage away from the system. All separation distances from the well and the septic system meet the MOA requirements. If you have any questions, please call me at 344-4108, or 440-9271. Sincerely, Sandor Manyoky,/F.E. Civil Engineer 3~9OOE112'I'HAVEN~IE ANCHOF, AC.;-E, ALAfiKA TEl./FAX(90"~34~.~7,01 SYSTEM DESIGN SPECIFICATIONS LOT 16B BOYLE SUBDIVISION ON-SITE SEWER SYSTEM DESIGN 1. This design is for a two-bedroom single family residence and a proposed shop (50 feet by 40 feet) using an absorption bed with 0.5 feet of gravel and gravity distribution. 2. A two- feet deep sand filter will be constructed under the absorption bed in order to comply with the MOA requirement of a four-feet separation between the drain-field and groundwater. 3. The soils loading rate is 0.5 gallons/SF/day. 3 bedrooms X 150 gpd/0.5gpd/SF=900 SF absorption area required.. 900SF/15SF/LF= 60 feet long bed required. 4. All materials, construction methods and required inspections should follow MOA rules and State of Alaska D.E.C. regulations. The contractor is responsible for obtaining all required permits. The contractor is responsible for notifying the engineer and the MOA at least twenty-four hours in advance of all inspections needed. 5. The contractor will insure that no additions or changes have been made to the existing well and septic systems on the adjacent lots prior to the time of construction of this system. If any changes to those systems have occurred, the engineer should be immediately notified for review and possible changes as necessary. 6. The overburden will be removed to the underlying silty sand (SM) material under any portion of the sand filter. 7. The lot slopes down to the north and west. The installation of the bed will have little or no effect on the surface drainage, ground water, or the adjacent systems in the area. 8. The septic system should be properly maintained including septic tank inspection and pumping on an annual basis. 9. We recommend that no garbage disposal be installed and low phosphate biodegradable detergents be used. Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: L'-O-~ j(~ ~ '~:~7 ]~ ~--)~f j~'T°wnship' Range, Section: 3 4- 5- 6- 7 8 9- 10- 11- 12- 13- 14- 15- 16 17 18 19 2O SLOPE SITE PLAN ENCOUNTERED? , S IF YES, AT WHAT ~/h O DEPTH? p E nepth to Water Alter ,~ I~ ~1 M~nitorin[~? Date: i'-/~ '~ ~ ~- ~) ~J Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE J ~' (minutes/inch) PERC HOLE DIAMETER ~) /~, TEST RUN BETWEEN I FT AND ~""~ FT COMMENTS PERFORMED ~ -'~'"~ ''~"~ I ~'"--~' ~ CERTIF~ THATTHI~ TEST WAS PERFORMEB IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS/DATE. DATE: / 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFEX; LEGAL DESCRIPTION: ~'O~ I (P'~¢'~ 1~ '~'~'~'~ ~,~,Township, Range, Section: 2 3 4 5 -- 6 7 8 9 10 11 12 13 14- 15- 16- 17- 18- 19- 20- SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN ,0% IF YES, AT WHAT DEPTH? Depth t0 Water Alter ~0 Manitorinfl? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE / ~'~ {l~,rlutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN I FT AND ~' FT COMMENTS 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED iN HAAS & ASSOCIATES Construction Services (907) 5~3~921~ SHEET NO OF CHECKED BY, DATE _ I GAAg D -i GP', -TER ACH®RAGE AREA B®ROI.( 1 C-►-ARTMENT OF ENVIRONMENTAL O.UALIVr 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME �f`��—`f ADDRESS ��--��/� PHONE LOCATION ��Cy _ST LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY Z�� 5 GALLONS SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIA NEAREST LOT LIN SEEPAGE PIT: /1//!�l NUMBER �TERIAL `��.f/ �� C0MPARTMOENTS_ INSIDE LENGTH -----INSIDE WIDTH DISTANCE FROM W OR WIDTH TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LIQUID i DEPTH LENGTH , DEPTH , , BUILDING FOUNDATION , SQ. FT. TILE DRAIN R A ln i F i F i D � �� / TOTAL LENGTH 7G, FOUNDATION ,/G! NEAREST LOT LINE OF LINES �� DISTANCE FROM WELL � NUMBER OF LINES DISTANCE BETWEEN LINES / TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA / 4 U SQ. FT. LENGTH OF EACH LINE P DEPTH: TOP OF TILE TO FINISH GRADE -.,2 i_ -3 DEPTH OF FILTER MATERIAL BENEATH TILE � IN. ABOVE TILE WELL: 5� � 'e / DISTANCE FROM WATER TYPEZ1� �%Z=� , DEPTH x-4-2 BUILDING FOUNDATION. SAMPLE /�� NEAREST NEAREST SEPTIC SEEPAGE < OTHER 1`�L'�� LOT LINE Z-ZW1 SEWER LINE ��, TANK SYSTEM- CESSPOOL if/d�i/� SOURCES��O�� I