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HomeMy WebLinkAboutT12N R3W SEC 33 LT 64 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: OSP211429 Work Type: SepticTank Upgrade Tax Code Number: 01818210000 Site Legal Address: T12N R3W SEC 33 LT 64 G:3035 Site Mailing Address: 14300 ELMORE RD, Anchorage Owner: WATKINS RONALD G & ROXANNE Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: Effective Date Expiration Date c n t s, r• U V n Departinent Lot Size in Sq Ft: Total Bedrooms: 10/ 14/2021 10/ 14/2022 12. 11 Disposal Field 0 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: Two edges of the seepage pit are to be located prior to construction. The edge closest to the tank to ensure the correct separation and also the edge closest to the well to confirm the 100' separation. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By: Issued By: Date: Date: IZZZ 2 MUHMPA2U Y 0 HCH0R� GEF o Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section '-- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel 1. D. 018-182-10 Property owner(s) Ronald & Roxanne Watkins Mailing address 14300 Elmore Rd., Anchorag Site address Same Day phone 907-440-8751 e, AK 99516 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T1 2N, R3W, Sec 33, Lot 64 Lot Size 108,900 Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank R Upgrade Q (D) El Holding Tank ❑ RenewalDuplex ❑ 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 Mpicipal Codes. 0 (Sigler re of property owner or authorized agent) Permit/Rush Fees: $- 25 Date of Payment: �� 1 Receipt Number: Z 0 G Permit No. 0-15PZ ( /c(Zq 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 October 7, 2021 Onsite Reviewer Municipality of Anchorage On‐site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99519‐6650 Reference: T12N, R3W, Section 33, Lot 64 Septic Tank Upgrade Design Narrative Septic Tank Upgrade: The existing 50‐year‐old 1000‐gallon steel septic tank serving the subject property needs to be upgraded. The proposed design is detailed on the design drawing. The proposed septic tank 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 OSP211429, Deb Wockenfuss, 10/14/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211429, Deb Wockenfuss, 10/14/21 GI~ TI:R ANCHORAGE AREA BOROI H DI:r'ARTMENT OF ENVIRONMENTAL QUALI'[Y 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATJON. ~' SEPTIC TANK: ADDRESS ~/.~//~ LEGAL DESCRIPTION DISIANCE FROM WEI LIQUID CAPACITY /~/'( ( - NUMBER OF %'("11~', ~ MATERIAl ) 2/t: E: Z COMP~A/R.R~TMENTS ~ ')Y//.'4 .'b'~:z: / K,,'./z/ /~,~,'3~/ LIQUID GALLONS. INSIDE LENGTH ____INSIDE WIDIH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS_ ~/ __OUTSIDE DIAMETER lINING MAfERIAI.~/??* ~ ~Z '~r'~,_.;, NEAREST LOT LiNE~/~&~ ~-E' .¢ ~ ~. TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) OR WIDTH.__ /'? , LENGTH /~2 , DEPTH DISTANCE FROM WELL /O~/'~/4) /~"(' '~?/.~', , BUILDING FOUNDATION TILE DRAIN FIELD: DISTANCE FROM WELl NUMBER OF LINES. ABSORPTION AREA DEPTH: TOP OF TiLE tO FINISH GRADE FOUNDATION ,NEAREST LOT LINE -'--'DISTANCE BETWEEN~. TRENCH WIDTH SQ FT LENGTH OF EACH LINE ~ .DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH , OF LINES IN. TOTAL EFFECTIVE IN. ABOVE fiLE__ WELL: TYPE t~O( *~C DEPTH NEAREST LOT LINE ' , SEWER LINE DISTANCE FROM WATER · BUILDING FOUNDATION - SAMPLE SEPTIC / SEEPAGE ~(( / TANK -'~-4R t~', ~'~ , SYSfEM_? ' i )~' ~' , cESSPOOL DIAGRAM OF SYSTEM NEAREST Of HER , SOURCES DISTANCES: !. bO I i- ,' I..r, t '-~'h'.pc O APPROVED GREA(ER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL OUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME OF APPLICANT ~(' VI'\ /( ~,1 INSTALLATION OF: SEPTIC TANK Type AND SIZE OF FACILITY TO BE SERVED PHONE , OTHER SOIL TEST RESULTS NOTE~ 'rHI~ PERMIT IS NOT VALID WITHOUT BOIL TEST COMPLETION DATE ANTICIPATED FINAL INBPECTION~ 24 HOUR NOTICE REQUIRED, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INBPEC:TION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROBECUTION. ;/ MINIMUM DIBTANCES, REQUIREMENTS FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL __ SEEPAGE PIT ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPT]C TANK -- DRAIN FIELD SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE, STREAM. SEEPAGE PIT ., DRAIN FIELD CAST IRON INTO AN[) 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 A]RT]GHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO ~30ROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER DIAGRAM OF SYSTEM ] CERTIFY THAT AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AN© THAT THE ABOVE */ .:~ T'S SIGNATURE / ) (907) 243-2282 KEN JOHNSON KEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 30 YEARS ALASKA DRILLING 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 JULY 26, 1985 TRUe]AN & AVA ~?ATKINS 14300 E].more ~oad Anchorage, Alaska 99516 ( 345-1600 ) Section 33 Lot 64 Corner of Elmore & Riverton Deepen existing well from 117 ft. ( pumps dry ) 10' head.. Pull casing back & cut off pitless Pump set 4' 8" off bottom. Redrill to 117 ft. 117 ft to 119 ft Medium gravel& brown silt weeps., 119 ft to 129 ft 129 ft to 142 ft 142 ft to 145 ft 145 ft to 151 ft 1511ft to 152 ft 152 ft to 153 ft 153 ft to 156 ft 156 ft to 160 ft 160 ft to 162 ft 162 £t to 164 ft 164 ft Total easing 165 ft 4½ in, Fine gray & brown silt ( dry ) Course gray & gray silt ( tight ) ~eeps H20..Low head dirty Course gray & it brn silt Fine gray H2o ? ft head. bails down Same with 25 f'~ head..bails down Dirty sand..,~eeps Course stay & cobbles ( dry ) ~ed ~rav, H2o 12' head bail dry Course gray ( dry ) MUN~C~P^U~ o~ ANC~O~^e~ DEPf. OF HEALTH Clean Medo Erav & sand ENVIRONMENTAL PROT[~ION 58 ft of he~d Static water level 107 ft. Test bail at 10 GPN Drawdo~-~ to 130 ft. Botto R E C E I V Test pump datal P~P SET AT 154 ft. ( TOO ) Static wa~er level 107 ft T I~¢~ GP~ DRA;?D0 ~N ~715 10 .. 1722 9 131 t725 9 135 1730 9 137 1745 9+ 139-7 1800 9+ 139-7 i~E~¢LiRKS Clean dirty Dlrty..clearing.. Cloudy.,some fine sand Cloudy .,less sand Clean & clear Recoveryl mtn. 135 ft min 129 min 127 min 125 m~n 121 mzn 118