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Home My WebLink AboutTENGBERG TR B1 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231124 Work Type: Septic Upgrade Tax Code Number: 01523121000 Site Legal Address: TENGBERG TR B1 G:2739 Site Mailing Address: 12151 ROCKRIDGE DR, Anchorage Owner: HOLLAND H RUSSELL & DIANE Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: ,Dillcnt S, Department 6/8/2023 6/7/2024 100726 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 � Fie L s u ej -tc, 2SIa P, Issued By:� Date: Date: 5 MUNICIPALITY OF ANCHORAGE 0 - Community Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-231-21 Property owner(s) Mike Holland Mailing address PO Box 102085, Anchorage, AK 99510 Site address 12151 Rockridge Drive Day phone 907-748-4813 Legal description (Sub'd., Block & Lot) Tengberg Tract 131 Legal description (Township, Range & Section) Lot Size 100,726 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank ❑X Upgrade ❑X (w/wo ADU) Holding Tank ❑ Renewal ElDuplex (D) E] Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / 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:--P596-Waiver Fees: Date of Payment: r 20 Date of Payment: Receipt Number: d t If 0111 Receipt Number: Permit No. cap 2- 3 117-0 Waiver No. Permit App_::- : ,—.,:c; May 30, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Tengberg Tract B1 - 12151 Rockridge Drive Septic system design Dear On-Site Services Engineer: The septic system on the above lot has failed, so we are submitting this permit application for the construction of a new one. The attached site plan identifies the location of the home as well as the existing well, septic location. The owner currently has a 4-bedroom system, but has asked for a 5- bedroom replacement. The ground surface on the lot slopes toward the road moderately around the home, but where the test holes were dug the ground flattens out to 1-5% slopes. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trenches will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole logs, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231124, Deb Wockenfuss, 06/08/23 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' (2)x75' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH WITH 2' SAND FILTER ABSORPTION TRENCHES MIN 6' SEPARATION 50' RADIUS TURNAROUND. SEE PLAT 71-247 CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 2CO TH#1 TENGBERG TRACT B1 FEET 0 50 100 FCO 5-BDRM HOME 950 5/29/23 10' UTILITY EASEMENT 15' ROADWAY EASEMENT SEPTIC PLAN GARAGE SHED SHED 15' ROAD EASEMENT 945 940 935 935 TH#2 FS CO1 MT1 CO3 MT3 CO4 CO2 MT2 MT4 1500-GAL SEPTIC TANK DECOMMISSION EXISTING SEEPAGE PIT DECOMMISSION AND REMOVE EXISTING SEPTIC TANK PRIVATE WELL WE L L > 1 0 0 ' F R O M P R O P E R T Y L I N E UN D E V E L O P E D - N O W E L L WELL > 200' FROM PROPERTY LINE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231124, Deb Wockenfuss, 06/08/23 TENGBERG TRACT B1 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 5' ADD ADDITIONAL FILL TO ENSURE 3' COVER AFTER SETTLEMENT 3' DESIGN FACTORS:SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5' WIDE TRENCH SYSTEM 1500-GAL SEPTIC TANK BOTTOM OF TRENCH: 4' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE 750 GPD / 1.0 GPD/SF / 5' WIDE * 1 RED FACTOR [0.5 DEEP] = 150 LF TRENCH REQUIRED (150 LF SPECIFIED) 4" PERFORATED PVC (HOLES DOWN) 5/29/23 6" 6" GEOTEXTILE FABRIC DRAINFIELD ROCK MOA-APPROVED SAND FILTER 2' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231124, Deb Wockenfuss, 06/08/23 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.4 5/19 1 2 3 4 5 6GM (SILTY GRAVEL) Professional Engineers Stamp: YES Tengberg Tract B1 5/19/2023 015-231-21 Mike Holland 9:35 5" 1' OB 1:33 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 5/30/23 PERC TEST LOCATION TECHNICIAN: B. Schiller 11" 10' 9.5' 5/30/23 COMMENTS: SITE PLAN 6" USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 5" 1:43 11" 6" 5" 2:11 11" 6" 5" 2:30 11" 6" 5" 2:26 11" 6" 5" 2:24 11" 6" Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231124, Deb Wockenfuss, 06/08/23 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 2 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.26 5/19 1 2 3 4 5 6GM (SILTY GRAVEL) Professional Engineers Stamp: YES Tengberg Tract B1 5/19/2023 015-231-21 Mike Holland 10:30 5" 1' OB 1:10 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 5/30/23 TECHNICIAN: B. Schiller 11" 10' * None 5/30/23 COMMENTS: SITE PLAN 6" USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 5" 1:15 11" 6" 5" 1:08 11" 6" 5" 1:17 11" 6" 5" 1:25 11" 6" 5" 1:32 11" 6" SW (SAND) SM (BROWN SILTY SAND W/ GRAVEL) *SIGNIFICANT WATER RAN OUT OF THE SAND LAYER DURING DIGGING. ASSUMED TO BE RUNOFF FROM BREAKUP PERC TEST LOCATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231124, Deb Wockenfuss, 06/08/23 NOTE FENCEL/NES THAT MAYAPPEAR ON THIS DRAW/NGARE NOT TO BE USED TO DETERMNE HOLT IAND SUAWYING PROPERTYLINES OR POS/T/ONADD/TIONAL IMPROVEMENTS 9509 GROVER DRIVE ANYPAV/NG SHOWN HEREON MA YBEAPPROX/MATEDUE TO EXCESSIVE SNOWAND/OR ICE OF A 49 TH s.�, A N SHANE A. HOLT �d Q P LS -6914 5o`DO ssiona� �o EDGE OF GRA VEL ROAD 14 15726 230-28 ANCHORAGEAK 99507 225-8615 385 N ,4S --BUILT SURVEY I" =40' NO CORNERS SET THIS DATE M I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY TRACT B -1 TENGBERG SUB. (PLAT 71 - 247) ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUA TED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBL E ENCROACHMENTS THE INFORMATION HEREON /5 FOR THE USE OFLENDING INS T/TUTIONSSPEC/F/CALLYTOSHOWANY EXIST0THERTHA NNOTED . CONFLICTS BETWEEN EX/ST/NG STRUCTURESAND PLA TTED LOTL/NES AND/OR EASEMENTS,' AND IS DATEDATANCHORAGE,ALASKA THIS 9TH DAYOF NOT TO BE USED FORPOSIT/ON/NGADDITIONAL STRUCTURES, IMPROVEMENTS, ORFENCELINES FEBRUARY , 2023 EASEMENTS OFRECORD, OTHER THAN THOSEAPPEARING ON THE RECORD PLAT, ARENOT SHOWN W HEREON ( UNLESS INDICATED) NOTE FENCEL/NES THAT MAYAPPEAR ON THIS DRAW/NGARE NOT TO BE USED TO DETERMNE HOLT IAND SUAWYING PROPERTYLINES OR POS/T/ONADD/TIONAL IMPROVEMENTS 9509 GROVER DRIVE ANYPAV/NG SHOWN HEREON MA YBEAPPROX/MATEDUE TO EXCESSIVE SNOWAND/OR ICE OF A 49 TH s.�, A N SHANE A. HOLT �d Q P LS -6914 5o`DO ssiona� �o EDGE OF GRA VEL ROAD 14 15726 230-28 ANCHORAGEAK 99507 225-8615 385 N M S o V Q Z s W I V J J O V !:Q PROPER TYLINE LOT3 S► OPES CKApFF CNIA PSP TRACT A 1 N 89 58' O8" W 305.01 J Q�G SINGLE FAMIL Y HOUSE �14i9. r 15' ROAD EASEI}4ENT N 89 58' 45" W 305.00 II'oo SEE PLAT 71-247AROUND ��S V TENGBERG A VE. D R&M CivilEngineers ENGINEERING & GEOLOGICAL CONSULIANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Geolo#/sts Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZlES, P.E., L.S, JAM[iS H. WELLMAN, P.E. May 10, 1974 R & M No. 462023 RALPH R. MIGLIACClO Mr. H. R, Holland Box 385B SRA Anchorage, Alaska Re: Test Hole and Soil Log Report for Sanitary System, Track B-l, Tengbeg Subdivision Dear Mr. Holland: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 6, 1974, and those procedures outlined in a letter dated September 13, 197i by Mr. Roll Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Tract B-1 area for the purpose of defining genera], subsurface soil conditions for the proposed .sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the testhole was extended to a total depth of 16.0 feet below ground surface. The final log.prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS, James W. Rooney V INC. JWR:ph ANCHORAGE FAIRBANKS JUNEAU NOTE: T.H. 1 5-9-74 ORGANICS Sandy Silt Sand, Some Gravel (SP) Gravelly Sand, Trace Silt (SP) 0.0{ 1.0' 4.5t Silty Sands (SM) Sand Trace Silt (SP) 10.0' 12.5' No Water Table Test hole excavated with tractor mounted backhoe. Engineering ~ Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA ~UN~AU 16.0' T.D. H. R. HOLLAND PROPER'I~f LOG OF TEST HOLE Anchorage Alaska --DATE 5--9--74 ISCALE 1"=2' I OWN E,.Y JRS I CHKO mY WED I P~ou. NO. 462023.lO.We.NO. A-01 i / / April I0, 1974 Mr. Rolf Strickland, Chief Sanitarian Dept. of Enviornmental Quality Greater Anchorage Area Borough 3330 "C" St. Anchorage, Alaska 99501 APl'{ ¢ :' 1974 SUBJECT: Tract B-I, Tenberg Subdivision Dear Mr. Stricl<land: Due to the topography o¢ this lot as described to us by Mrs. H. Russel Holland, we have no objections 1'o tile placement of the septic tank approximately 75 feet from the well. This represents a waiver from the provisions of 18 AAC 72.020 (c) (2). Yours truly, Kyle J. Cherry, P.E. Regional Enviornmental Engineer cc: H. Russel Holland