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Home My WebLink AboutSTOCKHAUSEN LT 7OS'J 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: OSP211325 Work Type: Septic Upgrade Tax Code Number: 05106347000 Site Legal Address: STOCKHAUSEN LT 7 G:1460 Site Mailing Address: 21350 OLD GLENN HWY, Chugiak Owner: ROGERS MATTHEW B Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: r Is, f Department 8/9/2021 8/9/2022 28050 Q Disposal Field 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 Special Provisions: 1. A 18' deep test hole is required to be done prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 2. Locate the crib to confirmthat the 12' separation between the crib and proposed field will be met. AMC 15.65.210.B.1.f Received By: Date: Issued By: Date MUMUPALITY OF Development Services Department On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-063-47 t - Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) Mathew Rogers Day phone 907-351-4295 Mailing address PO Box 672284 Site address 21350 Old Glenn Highway Legal description (Sub'd., Block & Lot) Stockhausen, Lot 7 Legal description (Township, Range & Section) Lot Size 28,050 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field F Initial ❑ Single Family (SF) ❑ (w/wo AD U) Septic Tank ElUpgrade (D) ❑ Holding Tank El Renewal ❑ Renewal 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: A ?5 Date of Payment: Receipt Number: 70 �-( G Permit No. O S 102113 5 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc James “Jay” Crewdson, P.E. Email: CELLC.1@outlook.com Cell/Text: (907) 280-9493 Fax: (907) 688-2295 PO Box 671389 ● 18368 Amonson Road ● Chugiak, Alaska 99567 August 4, 2021 Onsite Reviewer Municipality of Anchorage On-site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99519-6650 Reference: Stockhausen, Lot 7 Septic System Drainfield Upgrade Design Narrative The existing 3-bedroom septic system crib serving the subject property has completely failed and needs to be upgraded as soon as possible. The proposed 3-bedroom deep trench is detailed on the design drawing. The design requires a new soils test hole to be completed prior to construction to verify the design. The proposed septic system drainfield upgrade, if constructed as designed; • Will satisfy all code required separation distances, • Will not cause any probable adverse impacts to adjacent properties, • Will not negatively impact existing wells and septic systems on adjacent properties, • Will not be adversely affected by potential drainage that could flow onto and off of the subject property. Please feel free to contact me if you have any questions. James “Jay” Crewdson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211325, Deb Wockenfuss, 08/09/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211325, Deb Wockenfuss, 08/09/21 MUNICIPALITY OF ANCHORAGE Development Services Department `t;., f Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Septic System Owner -installer Agreement The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner to perform work on an on-site wastewater disposal system to serve that individual's owner - occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1. The property owner and excavation equipment operator may perform work on no more than one owner -installation project in a 12 -month period. 2. Owner's projected active involvement with the installation: 100% involvement. 3. The name of the excavation equipment operator: Mathew Rogers/owner 4. 1 agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: Crewdson Engineering 6. 1 agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.070. c. Advance notice given to the On-site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7. 1 agree to have the project -specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8. 1 agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. N/A As owner of (legal description) Stockhausen, Lot 7 1 agree that the information above is true and accurate. Owner's printed name: Mathew Rogers Owner's signature. Date: HOUSE DETAIL Scale: 1"=20' III Moe14 F 11041tv3 sG or o`er DECK Lot 4A /\ EAST 159.26' So O1 GRAVEL.,, O /WELL)I 100' PROTECTIVE WELL RADII / POWER LINES �d� Lof 595 /SEPTIC PIPES OM' Lot 7 eo 29,259 S.F. ry �4, I see yO t ��A/l Use �V WELL) '. rn GRAVEL O� GRAVEL WEST167.42'.. EDGE OF ROAD \ Portion of Lot 8 PPN"Lt PLOT PLAN ___ AS BUILT _X_ SCALE 1= — 50__ GRID _ NW 1460__ Project No. ____ 21=52 /A1_—__ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, Inc. (907) 522-6476 Phone ooaoop�0 (907) 522-4625 Fax oo OF A��44 Professional Land Surveyors kenOlongsurvey.com o y jonothanOlangsurvey.com 04 � '' S �0 I hereby certify that I have surveyed the following described property: LOT 7, STOCKHAUSEN SUBDIVISION (PLAT No. P-450) a 49TH .•v, Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property Imes and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed O'A KENN 6 premises and that there are no roadways, transmission lines or other visible t_ o easements on said property except as indicated hereon. OQ 4��0lyl .•y'o0� 4 � •' � Dated this the _ 5_ Day of ___� L'_C " z of Anchorage, Alaska 0 a . . • . . 202.doo L 4�QRa�S510NAt- �o It is the responsibility of the owner to determine the existence of any easements, OpO�I000 covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 GRE, ~ER ANCHORAGE AREA BOF JGH Department of Environmental Ouality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: MAILING ADDRESS PHONE LEGAL DESCRIPTION ~'? DISTANCE FROM WELL MANUFACTURER /~r'//dr C-~ NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ .LIQUID CAPACITY/~ ~-<~ GALLONS. SEEPAGE PIt: NUMBER OF PITS / DIAMETER LINING MATERIALCO'~'~ F't'*~G',¢ CRIB SIZE: BUILDING FOUNDATION__ OR WIDTH LENGTH DIAMETER NEAREST LOT LINE __ DEPTH DEPTH (/~' DISTANCE FROM: WELL / { ~' . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~ ~'"/~¢~ SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ~r "(,/'~ ~L~9,. CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH DISTANCE FROM: SEPTIC / ,,¢2/"2 SEEPAGE //,/~'/ TANK /--~ , SYSTEM D,STANCEB: /¢~ : /~o' Pipe MATERIAL: LOT SLOPE: REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM GreATEr ANCHOrAgE Area Borough DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION LOCATION LE AL E CRIPTION 7 INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO SE SERVED FINANCED THROUGH SOil TeSt rESULtS MAILING ADDRESS PHONE SEEPAge PIT TO BE INSTALLED BY OTHER NOTE~ THIS PERMIT I$ NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED 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 ~ ~ DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL ~ ~ / SEPTIC TANK TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT. · DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE, STREAM. -, DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I. ICENSED DESIGNER TYPE ~ DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR W]TH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE Performed For Leoal Oescription: Lot This Form Re~orts Soils "Onto test is worth a thousaml oBinion$" Klondike Concvetee Date Performed 7 Block Yes Loq June Subdivision Sb~ouehousev Percolation Test 1 g74 Oeoth Feet Soil Characteristics Tan silt & organics 3-- 5-- 10 Grey silty sandy gravel 120 S.f./B.R. 14'-Bottom of test hole Was Ground Water Encountered? No Yes, At what Denth? Readinq Date Gross Time Net Time Depth to H20 Net Dron I I I '' : Percolatio Rate Hinute Proposed Installation: Seevaae Pit Yes Drain Field Deoth of Inlet Depth To Bottom Of Pit Or Trench C~!~ENTS: No ground water or bedrock encountered Test Performed By Neal Hausam Data Certified B~Constr o ' t Lab Date: June 13 1974