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Home My WebLink AboutLAKE RIDGE TERRACE BLK 4A LT 5Lokeridge Terrace Block 4A Lot § #0§1'-3 1 0§ Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ,~'t~0 ID0 ? 2 PID Number: 0 5*f- "~'~Wastewater System: ~ New D Upgrade ~.0. ~oX 77~; E~ ~;v~, ~g ~1577 ABSORPTION FIELD P~one: ~ ~ ~-- 7~ / ~ ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other LEGAL DESCRIPTION so,,.~,..~ WELL: F/,sr,~ ~ D Upgrade Gravelw,~tn: ~' TANK SEPARATION DISTANCES ~ s~p~ic c .o~ui.g m s.T.E... ~,,,0~' ,~'I ~e~' ~'"""~Z~ I UFT ST*T O. Inspections performed by: E.R.E.= Dates:lst %-:' Department of Health and~Human Se~ices approval Reviewed and approved by: Date: ~ -~ -O/ ~'--~~. ~,~~ Per'it No. 5W010072 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewoter Disposal System and/or Well Inspection Report Legal Description: Lake Ridqe Terrace, Lot 5, Black 4-A PID No.: 051-,321-05 I ooo.o= / I /, B (NOT TQ SCALE) A B 167.2' 154.7' 191.3' 172.9' 203.8' 183,9' 219.6' 198,4' 232.2' 20g.8'1 ~a - TEST HOLE · - MONITOR TUBE o - SEWER CLEAN OUT '4- - Wr'LL EASEMENT 5/29/01 [NC~NE:ER'S SE:~ _~':,,,'~.... ....... ':.. (//) ~:. LOUIS A. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Sou~h Bragaw Street P.O. Box tg6650, Anchorage, AK gg51g-6650 (go7) 343-7g04 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Apr 16, 2001 Expiration Date: Apr 16, 2002 Permtt Number: SW010072 Legal Description: iLAKE RIDGE TERRACE BLOCK4a LOT 5 Design Engineer: 0024 Eagle River Engineering Services Owner Name: TIMOTHY JAMES MAHONEY Owner Address: PO BOX 770224 EAGLE RIVER, AK 99577-0224 Parcel ID: 051-321-05 Site Address: NHN TERRACE LANE Lot Size: 37422 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail 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 DSD at least 2 hours prior to each inspection..Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ,~/!.44~ ~ ~' Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 vnvw.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parce 057 - 321 - 05 Permit Number Propertyowner(s) "~/~ q~ Mailing address (1) -~ O Mailing address (2) ~-~,~Oa'/-,t ~ ! I//,/, I~- Legal description (Lot. Block & Sub'd.) ~_o/ ,5' Legal description (Section. Township & Range) Lot Size ~ 7! ~Z ~ Acre~ Dayphone 26~q 0~.0 zip Code ~'q'g- 7.7 ./ Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only Water Storage Jacuzzi Water Softening Unit I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. - (~ignature ~f prl~J"~wner or authorize~,~gent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: 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 November 20, 1998 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lake Ridge Terrace Lot 5 Blk 4-A Narrative & Permit Application Dear Mr. Cross: The proposed septic system will have very limited impact on adjacent properties for the following reasons: I. 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. H 997~98-087-~AR.DOC LOT 5 Prop Existing Well · ~sWell +100' epUc Prop 4 Bdrm House 100 300.35 +100' To sept.. ~a - TEST HOLE · - MONITOR TUBE o - SEWER CLEANOUT · ~- - WELL EASEMENT PROPOSED LEACHFIELD ~ EXISTING L[ACHFIELD :NO SURFACE WATER NO KNOWN CURTAIN DRAINS Two 3x50'__ Trenches Neighbor o Septic Tubes EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 10421 YEW Drive Eagle River, Ala8ka 99577 ERE$ Project Number: 98-087 CAOD File Nome: 98-087.DWG 1250 Gal Septic Tank TH2 / IX] ~---2" PVC Tube o Reserve ~ / Area ISeptic +30' Trench Profile SEPTIC SITE PLAN .oke Ridge Terrace Lol 5 Blk 4-A CLIENT: KlM MILES CONTRACTOR: N/A No Wells +200' 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: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Lake Ridge Terrace Lot 5 BIk 4-A 11/20/98 A. GENERAL I. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part ofthis specification. 3. All materials and workmanship shall meet thc Anchorage Department of tlealth and State Department of Environmental Conservation requirements. 4. All soil tests are advlsory to the design and arc 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 position and thc location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK i. Septic tank shall have a mlnimum capacity of 1250 gallons and be of MOA approved deslgn. C. TRENCH I. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom- 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth ofthe trench excavation is not to exceed 8' at any point. 4. The effluent line within the trench shall be laid level within 0.0T. The upper trench shall overflow into the lower trench. 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- $. The septic tank and leachfield must not be closer than 100' to any existing private ~vell, 150' to any Class "C' well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTtl = 8' GRAVEL DEPTtl = 5' under pipe, 2" over pipe TRENCll LENGTH = 100' TRENCII WlDTtl -~ 3' SOIL RATING -- 1.2 GPD/ft2 BEDROOM CAPACITY = 4 SEPTIC TANK -- 1250 gallons Twenty-four (24) hours notice required for all inspections. \ 1997~98-087-spcc.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-087 Calculated By: LB Date: 11/20/98 Legal: Lake Ridge Terrace Lot 5 BIk 4-A Single Family 4 Bedroom Dwelling TEST HOLE Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom Percolation rate Wastewater application rate Required absorption area Trench width 0/V) Gravel depth (D) 600 gallons 15.1 minutes per inch 0.6 gallons per day per square foot 1000 square feet 3 feet 5 feet Required length = Required absorption area / 2 / D Required length = 1000 / 2 Required length = 100 feet Total Excavation Depth = 8.0 feet / 5 980-87-cal.xls 10:18 AM11/20198 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-O650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 4- 5- 6- 7 8 9 I0 It 12 14' 15 17- 18- 19- 20- DATE PERFORMED= Il--lq-- "~/.,~¢ /_J" ff~'~ Township. Range. Section: SLOPE WAS GROUND WATER ENCOUNTERED? DEPT.~'F YES. AT W.AT ,~/~ E SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /~' / (minuteS/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~C' FT AND ~ FT COMMENTS P. 0. I~ox 773294 ~ ~~ CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: ~*~,~.'.~, ,~,~,, ,-~ ~.~- ACCORDANCE WITH ALL STATE ~ ~NIClPAL GUIDELINES IN EFFECT ON THIS DATE. DATE; 72-C~8 (Rev. 4,85) '7-//2 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502~650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 3 m 6- 7 8 9 10 11 12 13 14- 15. 16. 17. 18" 19- 20- COMMENTS DATE PERFORMED= I1--1 q- e8 Township. Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? /~0 Depth to Waef A~ter z) ,~ Ido~tori.g? ~ I~ / Dale: Gross Net Deoth to Net Reading Date Time 'rime Water Droo PERCOLATION RATE ]/~'5'' (mmutes/,ncn) PERC HOLE DIAMETER TEST RUN BETWEEN ~- FTAND ~' FT Box 773294 I CERTIFY THAT THIS TF-ST WAS PERFORMED IN PERFORMED BY; r-_, ....... ACCORDANCE WITH ALL STATE A~I~I~IICIPAL GUIDELINES IN EFFECT DN THIS DATE. DATE. in Well LC 1' 300.35 Nsg'52'OO"W Neighbor Septic Tubes TEST HOLE · MONITOR TUBE o SEWER CLEANOUT WELL EASEMENT PROPOSED LEACHFIELD ,m~- EXI$IING L[ACH["IELD NO SURFACE WAIER NO KNOWN CURTAIN DRAINS EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 10421 YEW Drive Eagle River, Alaaka 99077 [RFS P;oJecl Number: 98.08? CAD() File Nome: 98.081.DWG WELL/SEPTIC SITE PLAN Loke Ridqe Ter~oce Lei 5 BIk 4-A CLIENT: KlM MILES CONTRACTOR: N/A 1',40' 11/16/98 MJN I ~1 I /_1~