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Home My WebLink AboutT12N R4W SEC 16 LT 1T12N R4W Sec16 Lot 1 #011-231-04 12/15;2015 06:51 507-345-0202 ALPINE DRIL-LI14G PAGE 01101 3t/�^7gGi�' Municipality of Anchorage Community Development Department On -Site Water and Wastewater Program 4700 Elmore St. • P.U. Box 196650 Anchorage, AK 99519-8650 • hltp:!lwww.muni.orgfonsite • (907) 343-7904 Well Decommissioning tog legaldivis i l�li� ?r� r.1% Subdivision c'l Bioak Lot T� R ) Seedion—L(-- Lot Onnalira rWator & Wastewater Program certified contractor performing the well deconnmWelonInM Na • $' F.r fT.fi r'td.E V Signature:Y • /7 C ��`i'�74�Y Well decommissionUig date =.1 �o Method of derormnissiwting: AMC 15.55.060L1 e. Q b. Q C. Location: Woes space belowto protide a drawing of the property showing the fdlwp term; • Ndtth arrow • DeonmtnlWomd wail, • Other water wells on the property, Two separate swing4e distances rrx each well ehopm on the drawing, Note: The swing-tia distances shall ba measured hart either pennanentabudures or the property corners. [ V i Oecml7�k �-"Itlo �eJ utaaft xxarer And xuaewwaxeru-armou„liem tormawVeg necommlefomng form.doo On -Site Wastewater Disposal 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 Permit Number: OSP161055 Tax Code Number: 01123104000 Work Type: Septic Upgrade Permit Effective Dates: March 29, 2016 to March 29, 2017 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: T12N R4W SEC 16 Site Legal Address: T12N R4W SEC 16 LT 1 G:2423 Owner/Address: KOBUK INVESTMENTS LLC 3317 MT VIEW DRIVE ANCHORAGE AK 995010000 Site Mailing Address: 5500 W DIMOND BLVD, Anchorage Lot Size in Sq Ft: 1798953 Total Bedrooms: 6 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. Received Issued I&AIN .� �� RUSH�y9 8'y 70 ..J MUNICIPALITY OF ANCHORAG ti RUSFff MRR 2 g Z01 QD Community Development -Department Phone: 91 43-7904 43-7904 Development Services Division Fax: 90 On -Site Water &Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-231-04 Property owner(s) Kobuk Investments- LLC Day phone Mailing address 3317 Mt. View Drive, Anchorage, AK 99501 Site address 5500 W. Dimond Blvd Legal description (Sub'd., Block &Lot) Legal description (Township, Range &Section) T12N, R4W, Sec 16, Lot 1 Lot Size 1,798,953 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: - APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) _ Absorption Field _ Q Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank � Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES AVARIANCE /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: Date of Payment: 51dY//So Receipt Number: 061TJr* Permit No. 0s11?1110 105T Permit App_- :-:'-._c, '//0 ' Waiver Fees: Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@t)anengak.com March 23, 2016 Subject: T12N, R4W, Sec 16, Lot 1 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to upgrade a septic system to be issued for this property. The proposed systems will serve an existing six (6) bedroom house. Currently the lot is developed. This lot and the surrounding developed lots are served by private wells that are over 200' from the proposed development on this lot. There are no wells within 100' of the proposed septic system. Soils. One test hole was performed on this lot by PES in -March of 2016, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 19.0' below the surface in the test hole monitor tube in March of 2016. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100' of the proposed septic system. The system will maintain 100' of separation to all surface water. 4. Topography: The existing topography generally slopes from the north to the south in the area surrounding the septic system at approximately 5%. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. S. 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. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 DRAIN FIELD (P) (2EA) 35LF x 2.5'W x 6.0'ED x 13.0' TD INSTALL MONITOR TUBE AND CLEAN OUT AT EACH END NO SURROUNDING WELLS OR SEPTICS WITHIN 200' 50' SECTION LINE EASEMENT DRIVEWAY (TO WEST DIMOND) 55.0 ss T12.0 DECOMMISSION EXISTING DRAIN FIELD PER CODE TH-1 DECOMMISSION SEPTIC TANK (E) PER CODE INSTALL 2000g SEPTIC TANK (P)JC" HOUSE INSTALL FOUNDATION CLEAN OUT, DOUBLE (E) CLEAN OUT AND FLOW SPLITTER 133.3 B( LFF \ DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 6 (900 gpd) TANK SIZE: 2000g (P) PERC RATE =. 3.9 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 750 SF SYS. TYPE: DEEP TRENCH 6.0'ED MIN LENGTH: 62.5 LF USE: (2EA) 35 LF X 2.5' WIDE, 6.0' E.D., 13.0' TO TOTAL AREA: 840 SF LEGEND W WATER LINE/ WELL RADIUS SS NEW SEPTIC ABBREVIATIONS Cu COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN C T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BEG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: PANNONE ENG SVC, LLC+— of a� lk Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 r '(� •" gsll, 3/zs/zots PHONE (907) 272-8218 FAX (907) 272-8211 %aj�P9�r Scale t.._50, .... .. .. ... P.I.D. NO T12N, R4W, Sec 16, LOT 1 31-04 /••Steven •R. Pannone• KOBUK INVESTMENTS LLC / / PERMIT No. / PND BLVDH.', CE 81495500 W .fir OSP161055 PLAN ANCHORAGE, OAK 99567 +��1>,�OoEESSio�P Sheet i,�ROFESS �' 1 OF 3 READING SOILS LOG - PERCOLATION TEST CLOCK TIME TEST HOLE 1 WATER LEVEL READING NET DROP OR ORGANICS SLOPE SITE PLAN 1. -- 6.45 2 2 2:30 10 MIN 9.53 3.08 a N 3 -- 6.45 4 4 6 10 MIN 9.06 - 8 - - X TH-1 2:40 TH 6.45 7 s 8 10 MIN 68R SM/ SILTY SAND TO HOUSE 9 SW SAND (E) 10 11 12 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 IF YES, AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -DRY'- 18 DATE: 3/23/2016 1s BOH 20 DATE PERFORMED: 311612016 PEROLATION RATE 3.8 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by BEEK'S CONTRACTING. Pree hole was presoaked. Test run for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, 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 P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 : 'oF a �V ��•..•..Cgsl�' j rij�p �yf�' Tt: Date - 3 25 2016 FOR CONSTRUCTION Scale NTS / %.... ... ... ...•.. P.I.D. NO T12N, R4W, Sec 16, LOT 1 ...•.......• ••.. .... 31-04 KOBUK INVESTMENTS LLC Steven R. annoRe / PF.'. CE 8149 PERMIT NO. 5500 W DIMOND BLVD ANCHORAGE, AK 99567 . c`t� I+c . �l�lFpN�OESSOPP�+� OSP161055 SOILS LOG Sheet S90 2 OF 3 READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 3/16/16 2:20 -- 6.45 -- 2 2:30 10 MIN 9.53 3.08 a 2:30 -- 6.45 -- 4 2:40 10 MIN 9.06 2.61 s 2:40 -- 6.45 -- s 2:50 10 MIN 9.03 2.58 SPECIAL PROVISIONS TO SPECIFICATIMS 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 AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 19 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 19. FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC: SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 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 ATTACHED. 1 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. I 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 BOTTOM 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 GUARANTEE 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: NOTES: PANONE ENG SVC, LLC ' N Date FOR CONSTRUCTION ,�- L P.O. BOX 100217 ANCHORAGE, AK 99510 r '�. • " "' q5' l( 3/25/2016 PHONE (907) 272-8218 FAX (907) 272-8211irg�P �yTo Scale *Ir NTS .... .... ... .. P.I.D. NO T12N, R4W, Sec 16, LOT 1 011-231-04 KOBUK INVESTMENTS LLC r Steven 'R. Pannone'% PERMIT NO. 5500 W DIMOND BLVD % CE 8149�r OSP161055 , DESIGN DETAILS ANCHORAGE, AK 99567 �1�•..•...PEG sheet lid\ oFEss+ 3 OF 3