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Home My WebLink AboutTract A (2) Tom Fink, Mayor Municipality Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 April 26, 1994 James R. Studnek 15031 N 73rd Drive Peoria, AZ 85381 Subject: Tract A Groll Subdivision #1 Permit ~SW930072, PID #050-421-99 The subject permit, issued April 26, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of April 26, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by.the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. ~rog .r .am Manager On-~ite Services enc: Copy of Permit cc: Douglas T. Kenley, P.E. PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930072 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:MERLE & TAFFY USCOLA OWNER ADDRESS:801 AIRPORT HEIGHTS #395 ANCHORAGE, ALASKA 99508 PARCEL ID:05052199 LEGAL DESCRIPTION: GROLL #1 TR A LOT SIZE: 348916 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 4/26/93 EXPIRATION DATE: 4/26/94 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 (iSAAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY' DATE: DATE: Mr. & Mrs. Meryl Uscola Residence Tract Al, Groll Subdivision Eagle River, Alaska PERCOLATION TEST RESULTS and GENERAL SITE INVESTIGATION REPORT On January 16, 1993 the above reference site was inspected in conjunction with soil perk tests being performed for permit application and future installation of an on-site waste water disposal system. The site is located at the intersection of Eagle River Road and Berryhill Lane approximately 5 miles up from the city. The site is on the north (uphill side) of Eagle River with a gradual slope ranging from approximately 3% to 10% in some areas. The immediate area that has been selected for the waste water disposal system has an average slope of 3%. The site is moderately treed with birch, spruce, cottonwood and alders. The site slopes continuously from north to south and it appears that there are no obstructions that would prevent surface water runoff Research of Health and Human Resource records show that there are presently no water wells nor private waste water disposal systems within a 100' radius of the proposed system. The structure that is planned for the site is a five bedroom, roughly 2,550 s.f. private residence. Two separate percolation test were taken at the site to assess the adequacy of subsurface soils to accommodate an on-site waster water disposal system. The results of these two tests and a third test taken outside the limits of this parcel are attached to this report. Both test sites had adequate percolation rates to support the proposed 5 bedroom residence. Subsurface soils were found to be silty sandy gravel overlain by 12"-18" of organics. The percolation rate of the primary waste water system location was found to be 10 minutes/inch. The secondary location was found to percolate at 40 minutes/inch. If there should be any questions concerning the percolation rates or characteristics of the site please call me at 561-1011 Sincerely~ ,~ Douglas T. Kenley, P.E.~ C.E. #8176 ~ March 19, 1993 Merle Uscola 801 Airport Heights Space 375 Anchorage, Alaska 99508 James R. & Barbara J. Studnek 15031N. 73rd.Dr. Peoria, Az. 85381 To whom it may concern, .Mr. Uscola will be acting on our behalf in all areas required 'to subdivide my property, Groll Subdivision, Tract A. This includes but is not limited to, obtaining permils and filing applications that may be necessary to obtain approval of this subdivision. We will be subdividing Groll Subdivision, Tract A, into the following: Groll Snbdivision, Addn. No. 1, Lots A-1 and A-2, Block 1 A 8ubdivision of Tract A, Block 1, Groll Subdivision, Addition No. 1, Anchorage Recording District A-1 is 2.500 acres and A-2 is 5.511 acres If you Nwc any further questions please feel free to contact us at 602-878-6328. c.c. Susan Oswalt, D. H. It. S. James R. Studnek Barbara J. Studnek "5 / / / / t~-r 1 5'.+ t+ H ~~, 9203 USCOLA RESIDENCE SEPTIC SYSTEM DESIGN FIGURE 1 o, Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TFST PERFORMED FOR: ~/_.-0 1;.~ ~ I/'. ~ ~"~,V/C~. , ! LEGAL DESCRIPTION:-~.C-6J¢ i(~(~ t~.L,V'01l /2Ul~[;t/~¢~'~%Township, Range, Section: 5 6 8 9 t0 11 12 13 14- 15 16 17 18 19 2O SLOPE WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After ~--~ ; Moniloring? "' Dale: SITE PLAN Gross Net Depth to Net Reading Dete Time Time ~I,~14 Water "(k Drop ,, %:z% PERCOLATION RATE J D (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN '~'~'- Fl'AND L~.~ FT COMMENTS PERFORMED BY: ~!0,~T ,~,~ l ~'~'~ , CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GU~Ii~ELINES IN EFFECT ON THIS DATE DATE: SHEET NO. OF. CHECKED BY DATE ~ !'7 LF .'-;CALL dr,~ PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST [.EGAL DESCRIPTION.:TC¢%~ ~t~. 5 6 7 8 9 10 11 12 13 14 15- 16- 17 18 19- 20- Township, Range, Section: 14 , t SLOPE WASGROUND WATER ENCOUNTERED? S IF YES, AT WHAT E Oepth Io Water After Monitoring? ~ Oate: SITE PLAN Gross Net Depth to, Net Reading Date Time Time 1/14'l I~, Water i~1,, Drop ~ ~:Z7 lo ~,o ~.~ PERCOLATION RATE ~ ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FTAND COMMENTS PERFORMED BY; ~L~l,,.,,m¢~ m. ~(~-.~ I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: