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Home My WebLink AboutSCHROEDER EAST BLK 7 LT 15hroed Block 7 Lot 15 #050-071 - 17 Permit Number: OSP151097 Tax Code Number: 05007117000 Work Type: WellSeptic Permit Effective Dates: May 08, 2015 On-Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial to May 07, 2016 Department Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: SCHROEDER EAST Site Legal Address: SCHROEDER EAST BLK 7 LT 15 G:0353 Owner/Address: SHELFF ENTERPRISES LIVING TRUST THE GARDNER HATTIE L / TRUSTEE PO BOX 201752 ANCHORAGE AK 995201752 Site Mailing Address: 12729 SPRING BROOK DR, Eagle River Lot Size in Sq Ft: 23110 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. MUNICIPALITY OF ANCHORAGE Community Development Depadment Development Services Division On-Site Water & Wastewater Program ON-SITE SEWER/VVELL PERMIT APPLICATION Parcel I.D. 050-071-17 Property owner(s) Shelff Enterprises Living Trust Mailing address P.O. Box 201752, Anchorage, AK 99520 Phone: 907-343-7904 Fax: 907-343-7997 SUBMITTA] APR ~9 ~01~ ~' Gretchen Stullef Day phone Site address 12729 Spring Brook Drive Legal description (Sub'd., Block & Lot) Schroeder East, Block 7, Lot 15 Legal description (Township, Range & Section) Lot Size 23,110 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DWELLING: Single Family (SF) [] (w/wo ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certi~ that this is in accordance with applicable Municipal Codes. '"'-('~gnature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_L'- :.: L.-~C ~' Pannone Engineering Services LLC Steven R. Pannone, Principal Re§istered Professional En§ineer E-mail: steve(~panenRak.¢om Apri128,20~5 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 1~6650 Anchorage, Alaska 99519 Subject: Schroeder East, Block 7, Lot 15 Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a new well and septic system be issued for this property. The prOposed systems will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a 1500g S.T.E.P. tank with a conventional drain field. The surrounding developed lots are served by private wells to the south and west, With the lots to the north being served by AWWU. There are no wells on surrounding lots within 100 feet of this system and there are no septic systems installed on the surrounding lots within 100 feet of the proposed well. Soils. Two test holes were performed on this lot by PES in March of 2015, and groundwater was monitored for at least seven days. Ground water was observed at 5.0' to 6.0' below the surface in the test hole monitor tubes in April of 2015. Bedrock was not encountered in the test holes. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.6 gallons/day/square feet should be used for a conventional wastewater system in the area of these test holes. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within :100 feet of the proposed septic tank and drain rield. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography is relatively flat in the area of the proposed drain field with a small hill to the west (uphill). There are no s~eep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. Mailing: P.O. Box 100217, Anchorage, AK 995:10-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-82:18 FAX: (907) 272-8211 Page 2 of 2 4. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact rne at 272-8218. Sincerely, ~~""'""~' .......... :-......~ ~, Steven R, Pannone g Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-02:Z7 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 ( ~, = 8 . LOTS SERVED BY AWWU i ~= ~- / NO WELLS OR SEPTICS ," ," "/ ,,~ ]~.~1~ ~ · X~--(:~)~o:~.o'w~O~'EDxO.O'~ . ~ / ~ , ~ ~ld 14 I~: ~.OV~ ORGANICS AND REPLACE WITH 1 SAND / ~ .' X. / / : .: k/~ // ~s~vz DRAIN FIELD (P) PTI ~AREZ/Ex ~' ~ ' b Tff'KI I~I~OO / 20.OLFxSO'WxOS'EDxO.O'TD - SE Cl q~ ~ ~ ~ // ~ ~",'F ~YE, Z REMOVE ORGANICS AND REP~CE WITH 1'SAND N, ~ 107.7 OUSE ~LOT VACANT ' /~ ' NO WELLS OR SEPTICS ,,' ~)0.~ / (P) - ~ . . ~' t ' - .... WELL (E)~' ~'~./ , J // ~',, ~ ~ SPRING BROOK DRIVE '~ / ' ~ , .o~s: P~O~ ~G ~C, LLC ..... ~, ~/~/~o,~ PHONE (907) 272-8218 FAX (907) 272-8211~~h~i~ sco~e ': t ,o SCHROEDER EAST. BLOCK 7. LOT 15 ~~.~ ~ $teven R. Ponno~e ~ SPINELL HOMES ~,~. CE 8~49 .~ P~RMITNO. 12729 SPRH~G BROOK DRIVE ~. ~¢~ osm5~o97 PLAN EAGLE RIVER, AK 99577 '~a~b~:s{~S~ Sheet SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALL NEW 15009 S T.E.P. AND SOIL ABSORPTION SYSTEM INS~ALI~ ~ELL 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 5 PEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED lin ANY OF THE EXCAVATIONS LESS THAN 5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. /- B" TORBB,L, /- REMOVE ORGANICS / / / / / ~CE ~' S~B ~c'~",~ %'- / SECTION ~/~FILTER FABRIC ~ 125" ¢ PERFPIPEW/ = $ ~ / // &"HOLESBRtLLEDI8"OC. ~ ~6"TOPSOIL o~ ~ o ~ o ,, o RENIOVE ORGANICS , LEGEND 15009 S.T.E.P. I TANK (P) W -- WATER LINE/ WELL RADIUS PROFILE A BREVIATIONS -- SS I NEW SEPTIC CU COPPER DIP DUCTILE IRON PIPE DESIGN PARAMETERS DESIGN PARAMETERS TH TEST HOLE RESERVE SEPTIC SYSTEM FC FOUNDATION CLEAN OUT PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) T¢ TANK CLEAN OUT NO. NO. BEDROOM: 4 ~600 gpd) TANK SIZE: 15OO ADVANTEX C~ CLEAN OUT NO. TANK SIZE: 1500 S.TEP WITH AX20 POD M~ MONITOR TUBE NO. PERC RATE: 16-50 MPI PERC RATE: 1-5 MPI RI. RIGID INSULATION SOIL RATING: 0.6 GPD/SF SOIL RATING: 6 CPD/SF BCD DOUBLE CLEAN OUT AREA ROD: 1000 SF AREA ROD: 100 SF DV DIVERTER VALVE SYS. ~PE: WIDE TRENCH O,5'ED SYS. TYPE: WIDE TRENCH O.5'ED FS FLOW SPLITTER MIN LENGTH: 200 LF MIN LENGTH: 20 LF BFG BELOW FINISH GRADE USE: USE: OG ORIGINAL GRADE (SEA) 67 LFxS'Wx0.5' E.D., 0.0' TD 20 LFxS'Wx0.5' E.D., 0.0' TD FO FINISH GRADE WITH 1.0' SAND WITH I .0' SAND TS~V TOPSOIL AND VEGETATE TOTAL AREA: 1005 SF TOTAL AREA: 100 SF NIC NOT IN CONTRACT ENG LLC FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~.' .... ';.:~ PHONE (907) 272-8218 FAX (907) 272-8211 ~I" ':~ .... SCHROEDER EAST, BLOCK 7, LOT 15 -~ ..... ~.~.,~ 050-071-17 SPINELL HOMES~'~*". cE 8149 ...~ PERMIT NO ~ Sheet DESIGN DETAILS EAGLE RIVER, AK 99577 SOILS LOG - PERCOLATION TEST TEST HOLE 1 SM SAND AND ~ . / GRAVEL i ~ ! ~ TH-1 7 -- GM DARK G~Y~ ~ M ' TH~2 /' 8 BOH MOSTLY SILT ~ ~ -~, WAS GROUND WATER SLOPE 14 ~ ENCOUNTERED? Y 15 IF YES, AT WHAT TH DEPTH? -6.0' X ~6 17 ~ DEPTH T0 WATER AFTER MONITORINg? -6.0' ~ 8 ~ DATE: 4/27fl 6 DATE PERFORMED: 3/02/15 I 3102/15 9:50 -- 2.95 -- 2 10:20 i 30MIN 5.17 2.22 ~ 4 10:50 30 MIN 4.90 1.95 ~ 10:50 --- 2.95 --- 6 11:20 30MIN 4.87 1.92 PEROLATION RATE 15.6 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BE~EEN 2 FTAND 3 FT COMMENTS: Test hole excavated by SPINELL HOMES. Prec hole was preso~ed. Test mn for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFO~ED IN ACCO~CE ~TH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. SCHROEDER EAST, BLOCK 7, LOT15 -~'~~ ~50-071-'7 SPINELL HOMES 12729 SPRING BROOK DRIVE SOILS LOG EAGLE RIVER, AK 99577 WA~ER READING DATE CLOCK NET TIME LEVEL NET DROP TIME READING I 3/02/15 9:50 --- 2.95 --- 2 10:20 30 MIN 5.17 2.22 3 10:20 --- 2.95 --- 4 10:50 30 MIN 4.90 1.95 5 10:50 --. 2.95 --- 6 11:20 30 MIN 4.87 1.92 SOILS LOG - PERCOLATION TEST TEST HOLE 2 1 J , / 10' UTILITY EASEMENT ~'~ ~ 2 -- LOOSE SILTY ( ~ GM/ SAND AND ~ ~ i ~ ~ ~ / 4 ML ~7 3/2/2015 6 ~ 4/2712015 7 BOH DARK G RAY SILT I WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? Y 15 IF YES, AT WHAT TH DEPTH? -5.5' · X DEPTH TO WATER AFTER MONITORING? -6.0' 18 -- DATE: 4/27/15 WATER 19 READING CATE CLOCK NET TIME LEVEL NET CROP TIME READING DATE PERFORMED: 3/02/15 I 3/02/15 11:25 -- 3.57 --- 11:35 10MIN 5.84 2.27 11:35 I --- 3.57 --- 11:45 10 MIN 6.18 2.61 11:45 --- 3.57 --- 11:55 10 MIN 6.16 2.59 WATER CLOCK READING DATE NET TIME LEVEL NET CROP TIME REACING I 3/02/15 11:25 --- 3.57 --. 2 11:35 10MIN 5.84 2.27 3 11:35 --- 3.57 ... 4 11:45 10 MIN 6.18 2.61 5 11:45 __. 3.57 ... 6 11:55 10 MIN 6.16 2.59 PEROLATION RATE 3.9 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by SPINELL HOMES. Proc hole was presoaked. Test run for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannene, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC~, 4/28/2015 FOR MoA REVIEW ONLY p.o. BOX 102954 ANCHORAGE. AK 99510~%2,,.. ~L_..~___~,-'??~-%V"'"~%L'~,i PHONE (907) 272-8218 FAX (907) 272-8211 ,~?.,,~' ~ ':v ~ Scole N * .'~49-TH ~, ':=~r_~. NfS SCHROEDER EAST, BLOCK 7, LOT 15 ase~OT~ 17 12729 SPRING BROOK DRIVE r~}~. .:~ }spxxxxxx SOILS LOG EAGLE RIVER, AK 99577 ~(~b~¢¢~ Shoe( ~N~ 4 OF 4