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Home My WebLink AboutVALLI VUE ESTATES #1 BLK 1 LT 5LoT' MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221470 Work Type: Septic Upgrade Tax Code Number: 01531106000 Site Legal Address: VALLI VUE ESTATES #1 BLK 1 LT 5 G:2539 Site Mailing Address: 6815 DOUBLE TREE CT, Anchorage Owner: CAIN ALASKA COMMUNITY PROPERTY Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: tl�cnt. o� llepartIII cnt 3/20/2023 3/19/2024 20352 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing AWer-son Date: Issued By: Date: ZC��Z 4 MUNICIPALITY OF ANCHORAGE Development Services Department �`' Phone: 907-343-7904 On -Site Water & Wastewater Section 'ry- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-311-06 Property owner(s) CAIN ALASKA COMMUNITY PROPERTY Mailing address 6815 DOUBLE TREE CT, ANCH, AK Site address SAME Day phone Legal description (Sub'd., Block & Lot) VALLI VUE ESTATES #1 Legal description (Township, Range & Section) Lot Size 20352 Sq. Ft. Number of Bedrooms 4 BLK 1 LT 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 Septic Tank El Upgrade 0 (w/wo ADU) Duplex (D) ElHolding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: It 15 -96 - Date of Payment: ll(o [aa Receipt Number: () l & t &7 Permit No. Q Sp2;Z1Ll?n Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Bui[ding Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Dec. 1, 2022 Municipalities of Anchorage On-Site Water and Waste Water Section 4700 Elmore Rd Anchorage, Alaska Phone 343-7904 Re: New septic system permit Legal: VALLI VUE ESTATES #1 BLK 1 LT 5 To whom it may concern: This is a request for a septic permit on the above referenced lot. A single test hole was excavated to 17 feet. The soils consisted of poorly graded sand (SP) for the entire depth. Water as observed at 17 feet and stabilized at 16 feet after the 7-day monitoring period. The lot is serviced by a community water system. A simple deep trench has been designed with a gravity flow 1250 gallon plastic tank. The slope around the field is flat where the field is located then slopes at about 10 percent towards the north. This new system will not impact any of the neighbors or encroach on any wells, septic or open water issues. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221470, Deb Wockenfuss, 03/20/23 SEPTIC FIELD SECTION DESIGN CRITERIA: 6.0' EFFECTIVE 4 BDRM X 150 = 600 GPD SOILS = 600/1.2 = 500 GPD 500 GA/12 = 42' 2.0' WIDE 42' LONG (1) TRENCH 10.0' DEEP 17 (TH#1) 1.0 SP ORG 1.0'2.0' -10.0 -4.0 MOUND OVER FILTER FABRIC SEWER ROCK 3,3( GRADE 1"=100' PROPERTY LINE EXISTING DRAINAGE FIELD EXISTING HOUSE -E TREE DR--DOUBLE TR E E C T - OPEN GREEN SPACE SCALE: DJRDRAWN: DATE: VALLI VUE EST #1, BLOCK 1, LOT 5 Anchorage, Alaska CAIN TRUST 11/3/2022 H2O@16' OCT 2022 WATER SERVICE NOTE: NO WELLS WITHIN 100' OF PROPOSED SEPTIC AREA, COMM. WATER SERVICE FOR ENTIRE SUBD. LOCATED OVER 1000 YDS TO THE NORTHWEST Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221470, Deb Wockenfuss, 03/20/23 F.B.1"=50' EXISTING HOUSE -DOUBLE TR E E C T - NOTE: ALL LOTS ARE SERVICED BY COMM. WATER VALLI VUE ESTATES #1 BLOCK 1, LOT 6 VALLI VUE ESTATES #1 BLOCK 1, LOT 4 VALLI VUE ESTATES #1 BLOCK 1, LOT 17 VALLI VUE ESTATES #1 BLOCK 1, LOT 18 VALLI VUE ESTATES #1 TRACT A SCALE: DJRDRAWN: DATE: VALLI VUE EST #1, BLOCK 1, LOT 5 Anchorage, Alaska CAIN TRUST 11/3/2022 PROPERTY LINE 10' DRAINAGE EASEMENT 10' UTILITY E A S E M E N T NEW 1250 GALLON PLASTIC TANK, MAINTAIN 10' FROM FOUNDATION, INSULATE UNDER DRIVEWAY W/ 2" TYP. TH#1 CO CO MT FCO CO OLD TANK & SEEPAGE PIT TO BE DECOMM. PER THE UPC COMM. WATER SERVICE LINEMAXSLOPE7-10%DCO NOTE: ALL LOTS ARE SERVICED BY COMM. WATER WELL LOCATED OVER 1000 YDS TO THE NW. APPROX. SHOULDER OF 9' ELEVATION CHANGE, MAINTAIN 20' FROM SHOULDER, SEE CROSS SECTIONMAXSLOPE 7-10%NOTE: 10' MIN. FROM FIELD TO FOUNDATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221470, Deb Wockenfuss, 03/20/23 1"=20' EXISTING BUILDING EDGE SCALE: DJRDRAWN: DATE: VALLI VUE EST #1, BLOCK 1, LOT 5 Anchorage, Alaska CAIN TRUST 11/3/20229.0'PROPOSED NEW LEACH FIELD APPROXIMATE LOCATION OF THE SHOULDER AND SLOPE > THAN 25%. 20.0' 10.0'10.0'1: 1 SLOPE LINE FROM FOUNDATION 4 TO 1 SLOPE LINE MEASURED 2' ABOVE PROPOSED DRAIN PIPE BUILDING ROOF 6.0'41 NATURAL 36% SLOPE WHICH IS GREATER THAN 25% Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221470, Deb Wockenfuss, 03/20/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221470, Deb Wockenfuss, 03/20/23 DOC/BL E- 0000�OO�O o �C� OF A 7 0 0�oi°NSHANE A. HOLT el �DO Qn LS -6914 C6��0 �ofessionax ��DOOoo�� THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT , ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE: FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. Mul'?TT THE SURVEY DATA AND MEASUREMENTS HEREON ARE PREPARED FOR THE OWNER OF RECORD AS OF THE DATE OF THIS SURVEY. ANY USE OF THIS DRAWING BY THIRD PARTIES IS PROHIBITED UNLESS WRITTEN PERMISSION IS PROVIDED. AS-BU/L T SURVEY 1" =20' NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HA VE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT5 BLOCK 1 VALLI VUEESTATES1 ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VIS/BL E IMPRO VEMENTS S1 TUA TED THEREON ARE WI THIN THE PROPER TYLINESANONO VISISL E ENCROA CHMEN TS EXIST OTHER THAN NOTED. DATED A T ANCHORAGE,ALASKA THIS 8TH DA Y OF SEPTEMBER , 2022 15615 227-11 HOL T LAND SURVEYING 9309 GRO VER DRIVE ANCHORAGE,AK 99507 223 8615 3759 GCI.NET GRE?r i. ER ANCHORAGE AREA BOF" ,UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME G-'~),(;q (2 LOCATION MAILING ADDRESS ~) /~'O~-~ PHONE-27</''~~'~-c3) ¢~ SEPTIC TANK: DISTANCE FROM WELL(~'Y"~//?3, MANUFACTURER ~(~/~.~2L~- INSIDE LENGTH ~ INSIDE WIDTH NUMBER OF MATERIAL /~{~'~ COMPARTMENTS / LIQUID DEPTH "~- LIQUID CAPACITY /00~> GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER ~-- OR WIDTH /~/ LINING MATERIAL0f~T~;~ ~','J,'~4('~'~RIB SIZE: DIAMETER BUILDING FOUNDATION :2.~ NEAREST LOT LINE ADDITIONAL ABSORPTION LENGtH~/, DEPTH DEPTH "~ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ..~ O'"/ SQ. FT. WELL: TYPE BUILDING FOUNDATION CONSTRUCTION NEAREST LOT LINE CESSPOOL APPROVED OTHER SOURCES DISAPPROVED NEAREST SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK SYSTEM REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: Form NO, EQ-031 DIAGRAM OF SYSTEM DATE ,,~/C~) ~, /~7~/ APPROVED /~b~'¢¢'2~L- ~. G.A.A.B. GREATER ANCHORAGE AREA BorOUGH SEWAGE DISPOSAL SYSTEM M APPLICATION AND PERMIT PERMIT NO. NA.E APPL'OANT INSTALlATiON LO.AT,ON INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF PACiLITY TO BE SERVED SOIL TEST RESULTS COMPLETION DATE ANT~C~ATEDd'O/'~ SEEPAGE PIT , DRAIN FIELD . OTHER. TO BE INSTALLED BY ~/' ~1~'- W ~ NO~= !THI~ P~RMI~ IS ~OT VAEID WITHOUT ~O1~ FINAL [NSPECTION: 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 SEPTIC TANK TO SEEPAGE PIT WAL£ SEPTIC TANK SEEPAGE PIT TO NEAREST LOT LINE, WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, SEEPAGE PIT TO RIVER, LAKE, STREAM. SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM , DRAIN FIELD SEEPAGE PiT ALSO CONS[DER AREA WELLS. SEEPAGE PIT DRAIN FIELD. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of EXCAVATION ~ PEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. GREATER ANCHORAGE ArEA BorouGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME Of APPLICANT INSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT ~ , DRAIN FIELD. , OTHER SOIL TEST RESULTS ~'*~//"-~'/~'~' NOTE.' THIS PERMIT IS NOT VALID WITHOUT SOIL TSST 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. SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEEPAGE PIT 4~'~ DRAIN FIELD SEPTIC TANk TO SEEPAGE Pit WaLL Y~'~ , DRAIN FIELD ALSO CONSIDER AREA WELLS. SEEPAGE PIT ~/~ / SEPTIC TANK. J~ SEEPAGE PIT /~<~) DRAIN FIELD '--- TO RIVER. LAKE. STREAM. CAST ~RON INTO AND OUT OF SEPTIC TANK AND lETO CRIB CROSSING GAP OF EXCAVATION 5 fEET INTO UNDISTURBED SOIL. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM OF SYSTEM I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE J APPLICANT'S SIGNATURE Performed Legal This For Description: corm Re~orts "One tcs~ is worth a ~h~sand o?'n'ons Glacier Excavating Date Performed 10/26/74 Lot ~ Block i Subdivision Valley View Add. Soils LDO Percolation Test_ Peoth Feet Soil Characteristics Silt, ML ottom Te, t hole Was Ground Water Encountered? I~ Yes, At What Depth? I Readinq Date Gross Time Net Time Depth to H20 Net Drop I ! Percolation Rate .llnute Proposed Inst~on: Seenace Pit Drain Field Den. th of Inlet Depth To Bottom Of Pit Or Trench area requigecl per b~clroom so±ls. No b~clrock or water table to minus 16 ft. Test Performed By Jim Mack Data Certified BY:Construction Test Lab na+~ 10/26/7~