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Home My WebLink AboutSEACLIFF BLK 1 LT 20Onsite File Seacliff Block 1 Lot 20 #011-221-21 2016 septic was not installed. Permit is expired. c cliff Block I Lot 20 #011-221-21 Permit Number: Tax Code Number: Work Type: Permit Effective Dates: Design Engineer: Subdivision: Site Legal Address: Owner/Address: Site Mailing Address: On-Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & WastCwater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 OSP161024 01122121000 Septic Initial February 18, 2016 to February 17, 2017 PANNONE ENGINEERING SERVICE SEACLIFF SEACLIFF BLK 1 LT 20 G:2424 RHODES R J & CLARA A 5216 SHORECREST DRIVE ANCHORAGE AK 995151029 5206 Shorecrest DR, Anchorage Lot Size in Sq Ft: Total Bedrooms: 24943 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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. Municripalityof Anchorage r P.O. Box 1966§0 ~e. 4700 Elmore, R6aid: Anchora.qe Al~l~ka 99519-6650 e (~;07) 343-71304® F~iX (907) 3~3-7997 '':"~. htto:flwww, muhi2OmlO~site. ~ Devel 0~m e ~ semites D iv.! sion · On4~ff~ water ~/id Wa~{~/Water proaram VARI CE A! VER VIEW ~ ~,.. '~, Applicant: DenoiffFalRIorf Permit~:OSP~161024 Y~ur r~q~est for~a,~ver allovaag ~gb~orp~on field,to be oneme&pe~eMm~_to.~qslope .... .:- te adjacem prope ~ome s) have b;v~ ~a '7 [o~e¢ re~dm~ ~s waiver. ' ' *- ~-: ,. .... . ..... - ...... ~ - '~ * ~ ' ~ No~d [~er(s) of non-obj~'0h ave ~een rqcelv~ ~om~e o~(~ of~fh~ ~eet~ ' ~' · ~ Adjaeen!properties am not affected.bythis wmver. "· * . ..' Date: 2.· MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 90~-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT A"PPLICAT10N Parcel I.D. 011-¢21~21 ' Property owner(S) Dennis Falldorf Mailing address 9310 Shorecrest Drive, Anchorage, AK 99502 Day phone Site address 9271 Shorecrest Drive, Anchorage, AK 99502 Legal description (Sub'd., Block & Lot) SEACLIFF B1 L20 Legal description (Township, Range & Section) Lot Size 24,943 .Sq. Ft. Number of Bedrooms APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DWELLII~'G: Initial [] Single Family (SF) [] (w/wo ADD) Upgrade [] Duplex (D) [] Renewal [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: ~Pct ~,~,~ e [~ ~'zCg"~ ~7~ 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: Date of Payment: Receipt Number: Permit No. Waiver Fees: ~J~ Date of payment: '7~/¢p~ Receipt Number: ¢~t/ /~/¢¢? Waiver No. ¢~¢]~, ~' ,,:, Permit ADp ~- :- :'._.Cc; Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 1_6 February 2016 Subject: SEACLIFF B1 L20 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve a proposed three-bedroom (3) house. Currently the lot is undeveloped. This lot and the surrounding lots are served by a Class "A" community well located to the east of the subject property. This Class "A" Well is over 200' from the septic system. The owner desires to install a four-bedroom (4 BR) system. Soils. One test hole was performed on this lot by PES in February of 2016, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 16.0' below the surface in the test hole monitor tube after the 7-day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation tests, overall soils appearance and the selection of the proposed drain field; an application rate of 1.0 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. A test hole was performed on the southeastern edge of Lot 19 by S&S Engineering in 1996. The ~oil strata were similar to that found on Lot 20. No ground water was observed to a depth of 16.0' below the surface in the test hole monitor tube after the 7-day monitoring period. A percolation test was run between 10.5' and 11.5'. Based on the results of the percolation tests, overall soils appearance and the selection of the proposed drain field; an application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system in the area of that test hole. Soil Absorption System Design. a. See Sheet;~'ofthe design package. 3. SurfaceWater: There is no surface water within 100 feet Of the proposed septic tank and drein field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The-existing topography generally slopes from the southwest to the northeast in the area surrounding the septic system at approximately 2-5%. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will ~aintain 50' sbpa~tion all ~teep'slopes. 5. Waivers: We are requesting a waiver for drain field orientation as the field will need to be installed perpendicular to the contours of the lot. Sheet 2 of the design set shows an approximate cross-section of the field as projected to be installed. The bottom of the trench will not encroach on the required Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 separation distances. Further, should the sand filter encroach upon the SP layer the percolation data from the test hole on Lot 19 shows a potential application rate of 1.2 gallons/day/square foot. With that appl'ication rate there would be no negative effect for the sand filter entering the lower soil strata. The proposed installation is oriented in a similar fashion to ~her systems in the area. 6. 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 this or the surrounding lots. if you have any questions or concerns, please contact me at 907.272.8218. Sincere[y, Steven R. Pannone, Owner/Civil [ngineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 -SUBDIVISION SERVED BY CLASS A WElL.TO EAST OF SUBJECT LOT ~ ~ . / S~ ~ iNSTALL ABSORPTION FIELD (P} ~'~e~ ~ (2EA) 60LFxS.0'WxO.5'E.D., 5.0'T.o. ~ W/ 2.0' SAND FILTER, CO ~ MT AT ~ ~ BOTH ENDS · RESERVE FIELD AREA · (NIC) BASED ON CATIII~ // '~~ ,~ INSTALL 1250q SEPTIC TANK W/ FC BEFORE AND DCO W/ ~-S AFTER / / 7A / / / NOTES: FOR CONSTRUCTION BRAWN JRL PAN-NONE ENG S'VC, 1,1 C P.O, BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SEACLIFF B1 L20 THERESE STOKES & DENNIS FALLDORF 9271 SHORECREST DRIVE Date 02/~12/16 Sc°tel' = 50' P.I.D. NO ----611-221-21 PERMIT NO; os,6,o2, SITE PLAN ANCHORAGE, AK 99502 Sheet 1 OF4 FILLER FABRIC 4" ¢ DRAIR RIP[ TH-1998 COWAN BRAIN ROCK 6" ABOVE PIPE INV LOT 19 TH-1 OR 7.(;W/ CP SP ~ FILTER FABRIC TANK (P) I 6o.0' ~2' SAND F~LTER PROFILE ABBREVIATIONS DESIGN PARAMETERS TH TEST HOLE PRIMARY SEPTIC SYSTEM (P) PROPOSED NO. BEDROOM: 4(600 gpd) (E) EXISTING TANK SIZE: 1250g CO CLEAN OUT NO. PERC'~ATE: <1 MP~ BCO DOUBLE CL~NOUT SOIL RATING: 1.0 GPD/SF FS FLOW SPLICER AREA RQD: 600 SF ~ e w ~ WATER LINE / FC FOUNDATION CLEANOUT SYS. ~PE: SHALLOW TRENCH TRENCH 0.5'ED WELL RADIUS MIN LENGTH: 120.0 LF MT MONITOR TUBE NO. ~P ~PICAL USE: ~ ~ ~ ~ NEw SEPTIQ (2~) 60LFx5.0'WxO.5'E.B., 5.0' TD TOTAL AR~: 600 SF FOR CONS~UCTION P.O. BOX 102954 ANC~ORA6E, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Scelel' = 10' PJ.D. NO SEACLIFF B1 L20 ' ~ 011-221-21 DRAWN I JRL THERESE STOKES & DENNIS FALLDOR~ PER~IT NO. 9271 SHORECREST DRIVE ~~ 08P161024 PROFILE / SECTION ANCHORAGE, AK 99502 TEST HOLE OR TOPSOIL 2 SM Brown Silty 5 SAND 5 6 POORLY GRADED GRAVEL W/ 8 SOME SILT TRACE 9 12 13 SP GRAY Silty SAND BaH DATE PERFORMED: O2FEB16 SOILS LOG - PERCOLATION TEST SLOPE TEST HOLE WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -0 ' DEPTH TO WATER AFTER MONITORING? DRY - DATE: OgFEB1 6 PLAN SLOPE TH 1 × WATER RATE CLOCK NET TiME LEVEL NET DROP (MPI) READING DATE TIME READING 1 02FEB1§ lO00 6.2§5" 2 1002 2.5 MIN DRY 6.O" O,38 MPI 5 i003 6.265" 4 1005 2.3 MIN DRY 6.0" 0,38 MPI 5 1006 6.265" 8 1008 2.3 MIN ORY 60" 0,58 MPI SOIL TEST RESULTS/ANALYSIS · PERCOLATION RATE <1 (mi~/inch) (Hydrologic Soils Group: HSG A) · PERC HOLE DIAMETER 6" · TEST RUN BETWEEN ?FTANDSFT. · TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test. PERFORMED BY: Joseph LawendowskL I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDL[NES IN EFFECT ON THE DATE OF THIS TEST. NOTES: FOR CONSTRUCTION DRAWN J JRL SOILS LOG PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SEACLIFF 91L20 THERESE STOKES & DENNIS FALLDORT- 9271SHORECREST DRIVE ANCHORAGE, AK 99502 Date o2/'~2/16 Scale NTS >.I.D. NO 011-221-21 PERMIT NO, 0SP161024 Sheet ;3 OF4 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNIGIPALI~ OF ANCHORAGE STANBARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE W'ITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW 12509 ~EPTIC TANK; AND SOIL ABSORPTION SYSTEM. 5. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF II~ET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16~FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. ,~. THE CONTRACTOR (BOTH WELL AND SEPTI~ SYSTEM CONTRACTORS.) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN ,50 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE A~I'ACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. '- 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BO%IOM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT OUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: .:.. BY: TITLE: DATE: NOT~S: PANNONE ENO SVC, l.l.C ~ Do~,o~/~:;'~ FOR CONSTRUCTION P.O. 80X 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Scale NTS PAD, NO SEACLIFF B1 L20 o11-221-21 THERESE STOKES & DENNIS FALLDORF PERMIT NO. DRAWN I JRL 9271 SHORECREST DRIVE osP161o2¢ DESIGN NOTES ANCHORAGE, AK 99502 ~~ sheet4 OF 4,