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HomeMy WebLinkAboutHERITAGE PARK BLK 1 LT 23q/ MUN ICIPALITY 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 h ttp://www.muni, org/onsite On-Site Wastewater Disposal System Permit Permit Number: O5P221144 Work Type: Septic Upgrade Tax Code Number: 05021151000 Site LegalAddress: HERITAGE PARK BLK 1LT 23 G:0055 Site Mailing Address: 19737 CITATION RD, Eagle River Owner: BRYAN FEMMIA R Design Engineer: EKI-UTNA ENGINEERING, LLC' This permit is for the construction of: EI Disposal Field M Septic Tank E Holding Tank E Rrivy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: Date: Date: 61212022 6t2t2023 20000 3 fl Private Well ! Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified [n Anchorage Municipal code Chapters '15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (1 BAAC72) and Drinking Water Regulations ( 1 SAACBO) 3. The wastewater code requires inspections during the installation. The engineer shall notifu the Development Services Department per AMC '15.65. Provide notification by calling (907\ 343-7904 (24171. 4. From October 15 to April '15, a subsurface soilabsorption 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 epiu'rnrent Issued By: �ll�UMCOpQUT Y OF ANCHORAGE Development Services Department ;' one: 907-343-7904 On -Site Water & Wastewater Section l Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-211-51 Property owner(s) BRYAN FEMMIA Day phone Mailina address 19737 Citation Rd Eagle River AK 99577 Site address 19737 Citation Rd Eagle River AK 99577 Legal description (Sub'd. Block & Lot) HERITAGE PARK BLK 1 LT 23 I Legal description (Township, Range & Section) Lot Size 20,000 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank 0 Upgrade Q Duplex (D) ❑ Holding Tank ❑ 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 odes. Z. Z (Signature of property owner or authorized agent) Permit/Rush Fees:5q,� Date of Payment: 51g12_L Receipt Number: Day O9 0 Permit No. 0_GPa2 /l4 y Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Eklutna Engineering, LLC curtistownse nd @gma il.com May 23,2022 Subject: Heritage Park Block 1 Lot 23 Upgrade Septic Permit Request Narrative osP22Ll44 This is a design narrative for a permit to install a new septic tank and field on this property. The proposed system willserve an existing 3 bedroom house' 1. Soils. The soils in this area are composed of silty sands that percolate at 13'3 mpi. 2. Soil Absorption System. A new septic field will be constructed. See the attached drawings for layout and sizing. The existing soil absorption field will be abandoned as it does not maintain vertical separation from the water table. 3. Wells. This lot and the surrounding lots are served by AWWU water. There are no wells within 200' of the proposed septic system. The tank is greater than 10' away from the public water line. 4. Neighboring Wastewater systems. lmmediate neighboring septic systems are all +30' distant. 5. Surface Water: There is no surface water within 100 feet of the proposed septic system. The proposed system upgrade will maintain at least 100 feet from all surface water and drainage ditches. O. Topography: The existing topography in the area of the system has a flat slope' The proposed installation will not affect the future development of this or the surrounding lots. Sincerely, Curtis L. Townsend, P.E. Attachments Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221144, Deb Wockenfuss, 06/02/22 SCOPE OF WORK1. PLACI NEW 1,5Q0 GALLON TWO-CON/PARTMENT STEP TANK AND TIE INTO NEW ABSORPTION SYSTEM. TANK IS TO BE PROVIDED WITH A MINIMU|'/ 20,, DIA RISER SERVING THE FIRST COMPARTN/ENT. TRENCH DISTRIBUTION PIPING TO BE 2" @, AND HAVE ORlFlCt SlZt OF 3/32'' AI 4, SPACING. 2 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL REQUIREN/tNTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15 55 AND 15.65. I DESIGN PARAN/ETERS BEDROOM: 3 (450 GPD) SOIL PERCOLATION RATE: 1J.3 mPi APPLICATION RATE: 0.8 GPD/sf AREA REQUIRED: 750 Sr SYSTEM TYPE: SHALLOW TRTNCH MIN 87.75'x 5' x 18" EFFECTIVE DEPTH YIELDS 750 sf. MAXIMUM DEPTH OF SEPTIC ROCK TO BE 3.5'. NEIGHBORING SEPTIC IS FROM PROPERTY LINE / Fo 10' THIS PROPERTY PROPERTIES ARE AND THERE ARE 100'. I I I AND SURROUNDING SERVED BY AWWU NO WELLS WITHIN I ABANDON EXIST|NG 26' x 30" x 60" TRENCH AS IT IS IN GROUNDWATER. IN THE FUTURE THE RESERVE FIELD WILL REOUIRE REBUILDING EITHER EXISTING OR PROPOSED TRENCHES IN PLACE. ztu tU tuzo oO =z oozoO I I I I I I I I I I I I I I I I I ___l TI 6ls, -l I-f 3BR HOUSE 7 (o o ro t-o \ \*- WATER WELL RADIUS \ ROAD I I I Septic Design PrePored for Marc Bryan and Sarah Schade 19737 Citation Rd, Eagle River Alaska 99577 HERITAGE PARK BLOCK 1 LOT 23 osp221144 T.KLUTNA ING/NETR/NG, LLC 19162 IVlOUNTAIN ROAD CHUGIAK, ALASKA 99567 (e07) 406- 1 OsB DATE:61112022 DRAWN:CLT SCALE:1" = 30, PID: 050-211-51 SHEET 1 OF 3 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221144, Deb Wockenfuss, 06/02/22 MOUND SOIL 3, COVER OR OVER TRENCHES TO PROVIDE PROVIDE INSULATION. 7.6, BELOW GRADE IN MAY PROPOSED ,I,5OO GALLON EPOXY/STEEL STEP TANK PLACE NEW TANK A IS REQUIRED TO BE MINIMUM OF 8, AWAY FROM EPOXY STEEL, BECAUSE OF FOUNDATION. THE TANK GROUNDWATER DEPTHS. Septic Design Prepored for Marc Bryan and Sarah Schade 19737 Citation Rd, Eagle River Alaska 99577 HERITAGE PARK BLOCK 1 LOT 23 osP221144 EKLUTNA INGINITRING, LLC 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (e07) 406- 1 OsB DATE:512312022 DRAWN:CLT SCALE:1" = 10' PID: 050-211-51 SHEET 3 OF 3 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221144, Deb Wockenfuss, 06/02/22 SOILS LOG ORGANICS ) 3 5 6 7 8 I '10 11 DATE PERFORMED: 4/28/2022 WAS GROUND WATER ENCOUNTERED? YES AT 9.3, BELOW GRADE DEPTH TO WATER AFTER MONITORING? 7.6' DATE: 5/09 /2022 NO. DATE CLOCK TIME NET TIME'MIN. WATER LEVEL READING I 5/O9 /2022 15:46l16:16 JU 6"-35/4" 23/A 2 5/O9 /2022 16:16 /16: 46 30 6"-33/+" 21/4" 5/O9 /2022 16: 46 /17:16 30 6"-33/+" 21/4" zu tu r.uzo o C) 21 oozo O I I I I I I I I I I I I I I I I I __l NNFo TION TEST I- (," WATER READINGS ARE TO THE NEAREST 1/16 INCH. PERCOLATTON RATE: 13.3 MrN / |NCH PERC HOLE DIAMETER: 6,, TEST RUN BIIWEEN 3 AND 4 FEET. PERFORIVED BY: CURTIS TOWNSEND. I, CURTIS TOWNSEND, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES lN EFFECT ON THIS DATE. DATE: 5/9/2022 Septic Design Prepored for Marc Bryan and Sarah Schade 19737 Citation Rd, Eagle River Alaska 99577 HERITAGE PARK BLOCK 1 LOT 23 osP221144 EKLUTNA [NG/N[TR/NG, LLC 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (e07) 406- 1 0s8 DATE: 512312022 DRAWN: CLT SCALE: 1" = 30' PID: 050-211-51 SHEET 2 OF 3 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221144, Deb Wockenfuss, 06/02/22 N8A°.S.5-'.<?'GY 99. 6.5- l1 1 _ f Q i� I� Q 04� * ;•4�T4 ha I � ;. .� ` $ Dvans Mark Seward �� jy — — --- — — — — �- a .:o "°a�•' LS - 691 e lam` ori e rY rMT _ 04 4�("*', •' • • , , .... • •'�SJ4V I EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. The information hereon is for the use of lending institutions showing the relationship of existing structures and platted easements and lot lines. It is not to be used for positioning additional structures or fencelines. Q A,S_BUILT'No corners set this date I hereby certify that I have performed a hiortagee's in- spection of the following described property: Heritage Park Subd., Lot 23, Bik 1 c Anchorage Recording precinct, Alaska, and that the improve- ments situated thereon are .within the property linea and do Z ot overlap or encroach on the property lying adjacent there- to, that no improvements on property lYing adjacent the-eto encroach on the premises in question and that there are no roadways, transmission liner or other visible easements on said property except as indicated hereon. Doted at Anchorage, Alaska thi--2-day 688-4566 SEWARD & ASSOCIATES LAND SURVEYINC z zsa 1 Vo FA�9i�Y dog �° � [X zs� I � rE.�Tii 1��N7f�i :':� ,� • O, 'e o y •: - a Q i� I� Q 04� * ;•4�T4 ha I � ;. .� ` $ Dvans Mark Seward �� jy — — --- — — — — �- a .:o "°a�•' LS - 691 e lam` ori e rY rMT _ 04 4�("*', •' • • , , .... • •'�SJ4V I EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. The information hereon is for the use of lending institutions showing the relationship of existing structures and platted easements and lot lines. It is not to be used for positioning additional structures or fencelines. Q A,S_BUILT'No corners set this date I hereby certify that I have performed a hiortagee's in- spection of the following described property: Heritage Park Subd., Lot 23, Bik 1 c Anchorage Recording precinct, Alaska, and that the improve- ments situated thereon are .within the property linea and do Z ot overlap or encroach on the property lying adjacent there- to, that no improvements on property lYing adjacent the-eto encroach on the premises in question and that there are no roadways, transmission liner or other visible easements on said property except as indicated hereon. Doted at Anchorage, Alaska thi--2-day 688-4566 SEWARD & ASSOCIATES LAND SURVEYINC MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME MAI LING ADDRESS LEGAL DESCRIPTION LOCATION .4f ~ /:~v ~ ~,/ ~ z:~ Ov DISTANCE TO: ~- ~ Manufacturer Liq. capacity in gallons D,STANCETO: IWe" , ~r~ Manufa,cturer I DISTANCE TO: ~ ~" ~ NO. of,lines I Length of each line <~ ~_ I Top of tile to finish grade uJ I Length Width ~ ~ Cribdiamete~ " I DISTANCE TO: · ~ IClass Depth /~'~ I DISTANCE TO: Building foundation PHONE Inside le.~¢ W dth //~ Dwelling~ Material Foundation Nearest Jot line Total length of lines Trench width ~ ~' ~2 U inches Material beneath tile ~ () I~ inches Depth Crib depth Building foundation Total effective absorption Nearest lot line [] UPGRADE NO. OF BEDROOMS PERMIT NO. PERMIT.~NO !Liquid c~n gallons PERMIT NO. Dista~F%een lines Total effective absorption area PERMIT NO. area Driller Distance to lot line PERMIT NO. Sewer line Septic tank Absorption area(s} OTHER PIPE MATERIALS SOIL TEST RATING ~NSTALLER REMARKS APPROVED LEGAL 72-0~3 IRev. 3/78~ PERMIT NO. DEF'RR. TMENT OF HEAL. TH AND ENVIRONMENTAL PROTECTION 825 '"L. ¢ STREET, ANCHORAGE, BK. DD50~ 264-4720 8]:8782 ) AF'PLICAhlT LOCATION LEGAL DEVCON 54±± OLD SEWARD HIGHNAY LOT 2~ BLOC:K ± HERITAGE PARK LOT SIZE TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOidS = ~ 99502 56~-±082 20000 SQUARE FEET THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:,EF"TH= ~ L E ~.-~,3 ]-H = 2(-7. C~ F< £i '-.-" E L [:,EF-TH= 5 THE LENGTH DIMENC;ION IS THE LENGTH (iN FEET;, OF THE TRENCH OR DRRINFiELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETNEEN THE SURFACE OF THE GROUND AN[.', THE BOTTOM OF' THE EXCR'.?ATION (IN FEET::,. THERE iS NO SET NIDTH FOR TRENCHES. THE GRAVEL DEF'TH IS THE MINIMUM DEPTH OF GRAVEL BETNEEN THE OUTFFILL PIPE AN[:, THE BOTTOM OF THE EXCAVATION ,::IN FEET::,. PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE iNSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS F'ROF'ERTY AND THE NUMBER OF RESIDENCES 'THAT THE NELL WILL SERVE. BACKFILLING OF AN"r' SYSTEH NITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT NILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETNEEN A NELL. AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS · 'i00 FEET FOR A PRIVATE NELL OR ±50 TO 200 FEET FROM R PUBLIC NELL DEPEN[:,ING UPON THE TYPE OF F'UBLIC NELL MINIMUM DISTANCE FROM A PRi'¢ATE NELL TO A PRI',,,'RTE SENER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS f"iR'"r' APPLY. SPECIFIC:ATIONS AND CONSTRUCTION [:,IAGRRMS ARE W,?AILRBLE TO INSUF.'.E PROPER INSTALLATION. i CERTIFY THAT i: I RM FAMILIAR NITH THE REQUIREMENTS FOR ON-SITE SENERS AND NELLS AS SET FORTH BY THE MUNICIPALIT'¢ OF ANCHORAGE. 2: l' NiLL INS. TALL THE SYSTEM iN ACCORDANCE WITH THE CODES. Z-':: Z UNDERSTAND THAT THE ON-SITE SENER SYE';TEM MAY RE6.'UtRE EF,ILARGEMENT IF THE RES iE:,ENE:E IS REMOE:,ELED TO INCLU[:,E I',IFiRE THAN 3: E:EE:,R. OOMS. SOIL. RR'TtNG <SQ FT/BR)= 85 SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: -(FEET)' . 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O SLOPE WAS GROUND WATER ENCOUNTERED? ~ O IF YES, AT WHAT DEPTH? SITE PLAN o F'o uR 'Fu A VE"J J ._ Gross Net Depth to Net Reading Date Time Time Water Drol PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT C OM M E I'~ TS PERFORMED BY: ~-,~,' ',-'/', /'/~??~ - 72-008 (6/79) CERTIFIED BY: DATE: APPLIC XNT FILLS OUT UPPER HAl ONLY ~ ~ . '~ · Phone Pr?.erty Owner Devcon Enterprise~;' Inc. 5411 Old Seward Highway zip Code Mailing Address a~,~l~ ..... A1 ~U~ 9950? 561-10R9 Buyer ~f~g~: ~-Pg~ia R. Bryan PSC 2-3000 Address EElmendorf AFB, Alaska zip code 99506 Lending Institution Alaska USA Federal Credit Union Phone 4000 Credit Union Drive Address Anchorage, ~aska , ~ zip code 99503 786-2~18 Century ?1 Heritage Homes & Investment~fTom & Marolyn Szymanski Phone Realty Co. & Agent ~ .~ ~ ~ ~ 207 E. Northern Lights Bo~evar~ ~ ,~G~' Address Anchorage, Alaska ~ ~ z~p coae 99503 276-1333 Legal Description ~Ot 23 Block 1 Heritage Park ~Eagle Rive~, Alaska ~ '~ ~ ' ~ Street LocaU~ N~ Fourth Street Type of Residence  Single Family ~ Multiple Family No. of Bedrooms 3 ~ Other Water Supply ~ Individual A~ACH WELL LOG. A wMI log is required for all wells drilled since June 1975. ~ CommunRy For wells ddlled prior to that date, gNe well depth {attach log if available). ~ Public Utility Sewer Disposal  Individual Year individual Installed; 1983 Public Utility When Connected to Public Utility: ~ Holding Tank NOT~; THE INSPECTION FHE MUST ACCOMPANY EACH RE~EST B~FORE ~OCESSING GAN BE INITIATEO. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector  ~ MUNIC]PALITY OF ANCHORAGE Field Notes: ~ C ~ O. PFPT, OF .~',E/',LT![ & RECEIVED (~) APPROVED BEDBOOMS ~GONDITIONS OF APPROVAL ( ) DISAPPROVED Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received (~'~'- 7-- ~'~ WelltoTank ~" c:, v'~,- ~ '~ Septic Tank Size / ~.9 72.023 (3182) 200.C ° o ~ N 00°0 200.00 ~ ~ N 00°0~ 07"E 150.0 / I I0.00' NO0°O 0 NO0°( 90.00' o 0 200 o 200.00 _200.00' 0 .0 ~N 07°40' 45"E 198.: ? "£ 21 08' 00" W o o q © o o I '59 246.70 170. ~ 24