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Home My WebLink AboutT15N R1W SEC 3 SE4SW4NE4 PTNPOUCH6-650 ANCHORAGE. ALASt<A 99502 0650 (907) 264-4111 <Permit ~: 820262 .January 31, 1983 TO: Permit Applicant Subject: T15N R1W Section 3 Parcels 15 20 A permit issued by this department for an individual well and/or on-site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log needs to be sent to this department for documentation of the installation date and to close the permit. If a private engineer inspected the installation of the on-site Sewer system, please have them send us the as-builts for our files and documentation. If there are any further questions, please call this office at 264-4720. Sincerel~ Robert C. Pratt, R.S. Acting Program Manager Sewer and Water Program RCP/ljw enc: Copy of Permit SWP/057 DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCEN'TRAL REGIONAL OFFICE May 4, 1982 Robert A. Shafer S & S Engineers Eagle River, AK 99577 / JAY $o HAMMOND, 437 E. Street SECOND FLOOR ANCHORAGE, ALASKA 99501 (907) 274-2533 P.O. BOX 515 KODIAK, ALASKA 99615 (907) 486-3350 P,O. BOX 1207 [] SOLDOTNA, ALASKA 99669 (907) 262-5210 P.O, BOX 1709 [] VALDEZ, ALASKA 99686 (907) 835-4698 P.O. BOX 1064 [] WASILLA, ALASKA 99687 (907) 376-5038 SUBJECT: Witman Camper Park Dear Mr. Sharer: We have reviewed the plans and specifications for the subject project. The project is hereby approved for construction for the ite.~ms with which this Department is concerned. Enclosed with this letter is a "Certificate To Construct" for the drink- ing water system. The "Approval to Operate" section of the certificate must be completed by a representative of this Department prior to placing the system in operation. BEE/wlh Enclosure Sincerely, 18-09LH CONSTRUCTION AND OPERATION CERTIFICATE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION PUBLIC WATER SYSTEM APPROVAL TO CONSTRUCT Plans for the construction of public water system located , Alaska, submitted in accordance with 18 AAC 80,100 - ~ have been reviewed and are [] approved. [] conditionally approved (see attached conditions). f construction has not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approva~ before construction. APPROVED CHANGE ORDERS Change (contract order no. Approved by Date The "APPROVAL TO OPERATE" section must be completed before any water is made available to the public, APPROVAL TO OPERATE The construction of the public water system was completed on (date), The system is hereby granted interim approval to operate for 90 days following the cpmpletion date. As-built plans submitted during the interim approval period, or an inspection by the Department has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate. EXCAVATION ROBERT A, SHAFER CIVIL ENGINEER WORK 694-2979 May 3, 1982 PROJECT: WITMAN CAMPER PARK Section 3: T15N: R1W: Parcel 15-20: Property ID No. 051-053-46 General Criteria: Summer use only. 155 spaces. Sewer connection at each space. Water will be provided at a central~location within the park area. soil percolation and log indicates a Seepage bed using the upper three (3) feet of existing soils will be the most satisfactory. outline specifications for' on-site waste water disposal system are as follows: Septic tank is to be 3500 gallons, 2 compartment tank, steel or concrete. All inlets and outlets are to be sealed using mechanical connection similar to a "collar coupling". Pipe for distribution of efluent from the septic.tank to the seepage bed may be ~ither cast iron (CoI.). or P.V.C. All distribution pipe will be 4" PVC perforated with perforations (down). The bed will be constructed as sh6wn on the attached sketch. Bottom of. bed and perforated pipe is to be level. A 6" 'sump will be installed in the bed to monitor efluent levels.' Pipe will be perforated only below the gravel level. Septic tank Seepage bed Assume 100% occupancy soil rating 30 min/in = 0.9 gal/SF 155 space ~ 20 gal/day/spac.e = 3100 gallons 155 X 20 = 3100 = Q - v = 1,125 x 0.75 9 =3450 3100 = 3444 (1.5) = 5166 0.9 say: use bed 100' x 52' ' SRB 196X EAGLE RIVER, ALASKA 3500 gallons MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SLOPE I 2 3 4 5 6 7 8 9 10 11 12 13= 14- 15- 16- 18 - Ho. 19- 20- COMMENTS PERFORMED BY: [] SOILS LOG PERCOLATION TEST ,.7-0 ,cJ Z , SITE PLAN ' b WAS GROUND WATER ENCOUNTERED? IF YES, ATWFIAT - DEPTH? · Gross Net Depth to Net Reading Date Time Time Water Drop , --- /7%',' PERCOLATION RATE ~ '~-'~ (minutes/inch) '~ 3 FT TEST RUN BETWEEN FT AND ,-~//__~/ 'F' ; Robert A. Sharer No. 1 457-E ~ ~,~ · ' .~xl./:~,,-~-'~ c.~-- ~ s .. ......... . ~ ~ x ~ .....~ ,.. )~. ~ ~s~ ~o~d - ~.~ .. ~ ~- ~ ~ '~-<~.~ ..... ' . .,. ' , '.., ' , . · . , , ' ,' '~ P, It GRE - ER ANCHORAGE AREA BOP UGH Department ~3~n~ir~rnen~ntal Quality Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME Carl Caulkins MAILING ADDRESS BOX 323 Chugiak 99567 PHONE 688-2840 LOCATION INt. Eklutna Drive LEGAL DESCRiPTioNSE1/4,Swl/4,NE1/4, Sec 3, T15N,R1W,SM SEPTIC TANK: DISTANCE FROM WELL __ MANUFACTURER Jet Aeration MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH NUMBER OF Concrete COMPARTMENTS 3 LIQUID CAPACITY 1250 GALLONS. SEEPAGE PIT: 16xl6xl4x8 and 40' of 3' wide drainfield NUMBER OF PITS 1 , DIAMETER OR WIDTH LENGTH DEPTH LINING MATERIAL BUILDING FOUNDATION__ CRIB SIZE: DIAMETER__DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE 17;,5' NEAREST LOT LINE __ ABSORPTION AREA (WALL AREA) ~ ~ SQ. FT. ADDITIONAL ABSORPTION WELL: M-W Drilling TYPE Dril 1 ed CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED Standard DEPTH 133' DISTANCE FROM: NEAREST SEPTIC ~ SEEPAGE SEWER LINE TANK /0~ SYSTEM //~l REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: Dick Sund PIPE MATERIAt · Cast iron and perforangebur LOT SLOPE: REMARKS: level Form No, EQ-O31 DATE 9/19/74 ////G,A.A.B. GReATEr ANCHORAGE AREA BOROUGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, NA"E OF ^P"L'OA'"T 0'AsL INSTALLATION OF: SEPTIC TANK ~ SEEPAge PIT FINANCED THROUGH SO,L TEST RESULTS'--r--~ ~ ~ C~ COMPLETION DATE ANTICIPATED PHONE NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION; 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION, MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ / FOUNDATION TO SEEPAGE PIT C~ ~ ~ , DRAIN FIELD SEPT[C TANK TO SEEPAGE PIT WALL /~ L~ ' SEPTIC TANK "'~ -, SEEPAGE PIT ¢c~ (/~ / DRAIN FIELD TO NEAREST LOT LINE. DRAIN FIELD , ALSO CONSIDER AREA WELLS. SEEPACE ARE.'. S'ZE /'¢--~/'"< ~"":"¢ ',',,'p,~ $'?,'":m"~,~. R/t DIAGRAM OF SYSTEM WATER MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD . 'EPT'CTANK/I)¢~.----/ 'EEPAGEP'T DRA'N F'EL" TO RIVE~,LAKE, STREAM, CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSINg GAP OF EXCAVATION 5 FEETINTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. / ,/ ~.~.^.~. ~ LICENSED DESIGNEE I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE Russell Oyster 694-2774 Civil Engineering Soils 8' Foundations 0 ~ E E,,,G/NEERING ~ DEVELOr'MENT CO. Performed for: Name: Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 333~5240 Mailing Address: ~..~,~ ~c~ Earl Ellis 333-5240 Surveying Land Development Legal Description: Depth (feet) ~ --~,~ ~' 0 Soil Characteristics 6 7 8 9 lO ll 12 Ground Water Encountered: Yes No v/ If yes, what depth Proposed Installation: Seepage Pit ~ Drain Field__