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Home My WebLink AboutLot 06 Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http:.,/www.ci.anchorage.ak.us 343-4744 November 3, 1998 Eklutna Inc. 16515 Centerfleld Drive #100 Eagle River, Alaska 99577 7719 Subject: TldN R1E Section 19 Lot 6 Permit Number: SW 970389 PD Number: 052-081-01 The subject permit, issued November 3, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of November 3, 1998. 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. sin~y, Ja es Cross, P E J_apes Cr_o , .. Program Manager On-site Services enc: Copy of Permit Page: 1 Document Name: ENTERPRISE SERVER PARCEL: 052-081-01-000-99 CARD: 01 OF 01 RESIDENTIAL LG VAC TRCTS UK STATUS: DEACTIVATED RENUMBERED TO/FROM: 051-761-26-000-1 EKLUTNA INC T16N R1E SEC 19 LT 6 (SEC. LT) 16515 CENTERFIELD DRIVE #100 EAGLE RIVER AK 99577 7719 SITE LOT SIZE: 769,780 ---DATE CHANGED ....... DEED CHANGED--- ZONE : R7 OWNER : / / BOOK : 0000 PAGE: TAX DIST: 022 ADDRESS: 11/03/94 DATE : 05/12/88 GRID : 2000 HRA # : PLAT : NOTES : NOW 052-081-08,09 (98-102) .................................. ASSESSMENT HISTORY ...................... ---I.J~ND .... BUILDING .... TOTAL--- FINAL VALUE 1996: 0 0 0 FINAL VALUE 1997: 0 0 0 --EXEMPTION FINAL VALUE 1998: 0 0 0 ..... TYPE-- EXEMPT VALUE 1998: 0 0 0 NATIVE CLAI STATE EXEMPT 1998: FINAL VALUE 1998: 0 -COMM COL/NC 0 CHUGIAK Date: 11/3/98 Time: 09:25:13 AM PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUM/AN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE} PERMIT PERMIT NUMBER:SW970389 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:EKLUTNA INC OWNER ADDRESS:16515 CENTERFIELD DRIVE EAGLE RIVER, AK 99577 DATE ISSUED:il/03/97 EXPIRATION DATE:il/03/98 PARCEL ID:05208101 LEGAL DESCRIPTION: T16N R1E SEC 19 LT 6 LOT SIZE: 769780 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 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: ISSUED BY: DATE: Il' Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax October 10, 1997 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 RECEIVED Re: Lot 6 T16N R1E Sec 19 Narrative & Permit Application Dear Mr. Cross: The proposed septic upgrade 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\97-076-~q~.r~oc ~] - TEST HOLE o - SEWER CLEANOUT ~- - WELL EASEMENT NO SURFACE WATER PROPOSED LEACHFIELD NO KNOWN CURTAIN DRAINS ..,,.,=i- EXISTING LEACHFIELO WELL/SEPTIC SITE PLAN LEGAL,: Lo~: 6 T16n R1E Sec 19 OWNER: WILDE CONTRACTOR: J'.~"..'4 9 TH ~,k ". ~o~ ~-o7~ DA*E: ~0/~0/~1 SCA~E ~"=~0~' ~..~~...,.~ A EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-329? Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED: LEGAL DESCRtPTION:,/~.y~ Jr,~'~ / I'~. ~',*~=~ Tt, c~-~4Township, Range, Section: SLOPE 3 4 SITE PLAN WAS GROUND WATER ENCOUNTERED? 6 7 8 9 10 11 12 13 14- 15 16 17 18 19 20 S L IF YES, AT WHAT O DEPTH? P E Deplh to Water After Monil0ri~g? ~)~c~y gate:. /z)-/e-?7 Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE * "~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~ FT COMMENTS PERFORMED BY: ~'/~ ~J' I ~"~--- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: //~) - /~ '~ ~ Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax LEGAL: easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. The existing tank is to be pumped, crushed, and buried on-site. 2. The septic tank shall have a minimum size of 1000 gallons and be of MO~ 3. A foundation cleanout is to be installed. SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Lot 6 T16N R1E Sec 19 10/10/97 A. GENERAL 1. 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 positkm and tho, latmfian of any C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total dept~ot mevtre~en-t)orrom. 2. The bottom ofthe trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 10' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' 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 = 10' GRAVEL DEPTH = 5' under pipe, 2" over pipe TRENCH LENGTH -- 45' TRENCH WIDTH = 3' SOIL RATING = 1.0 GPD/ft5 BEDROOM CAPACITY = 3 SEPTIC TANK = 1000 Twenty-four (24) hours notice required for all inspections. \1997~97-076-spc.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 97-076 Calculated By: LB Date: 10/10/97 Legal: Lot6 T16N R1E SEC19 Single Family 3 Bedroom Dwelling TEST HOLE Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 0.33 minutes per inch Wastewater application rate = 1 gallons per day per square foot Required absorption area = 450 square feet Trench width ON) = 3 feet Gravel depth (D) = 5 feet Required length = Required absorption area / 2 / D Required length = 450 / 2 Required length = 45 feet Total Excavation Depth = 10.0 feet / 5 NOTE: natural sand layer to be used as filter sand Bottom of trench to be 10' below s'urface o ~ Percent Finer