The URL can be used to link to this page

Home My WebLink AboutNINA LT 2Nino Lot Z #051-092-58 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP1 41091 PID Number: 051-092-58 [ ]New [A Upgradel Name: Kelsev Chatski 20607 Crabtree st Chugiak Number of Bedrooms 3 LEGAL DESCRIPTION Subdivision Block Lot Nina 2 Township Range Section SEPARATION DISTANCES To From Septic Tank Absorption Field Holding Lift Station I I Tank Sewer Line Well 102.8 j 100.6 N/A N/A 50+ Surface Water 100+ 100+ N/A j N/A Lot Line 30.3 20.0 I N/A N/A NA Foundation 37.8 27.9 — N/A N/A Curtain Drain T_ 50+ 50+ N/A N/A Remarks kBSORPTION FIELD F71 Deep Trench P/1 Shallow Trench El Bed 0 Mound ❑ Other oil Rating 1 Total depth from original grade 1.0 GPDJSF 5 Ft. epth to pipe invert from original grade Gravel depth beneath pipe 4.5 Ft. 0.5 Ft, ill added above original grade Gravel length 0 Ft. 45/45 Ft. ,ravel width Beds: Number of Lines Distance between lines 5/5 Ft. N/A N/A Ft. otal absorption area Number of trenches Dist. behveen trenches 450 Fe 2 10+ Ft. ANK El Septic El S.T.E.P. n Holding F) Other anUfaCtUrer Capacity Anchorage Tank 1 1 00OGal. Material Number of compartments Steel 2 .IFT STATION anufacturer Capacity Gal. ump on level at Pump off level at High water alarm at in. in. in.1 make and model Electrical inspections performed by I Tank PIPE MATERIAL House to tank 3034 drainfie',0 3034 Installer d Mike Anderson Drainfield 3034 COUT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 100.0 ft Inspection St Location and description 1 d dates: 5/24/14 2 5/24/14 3rd 4th Garage F COMMUNITY DEVELOPMENT DEPARTMENT APPROV Engineer's Stamp itional Approval: Approved nspection Report 1-1-12.doc I N1 SEPTL'AREA (E) DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM 41 NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE = <1 MPI AA SOIL RATING: 1 GPD/SF ---A, U AREA RQD: 450 SF> SYS, TYPE: WIDE TRENCH 05 E.D. _Z .7 WELL AND MIN LENGTH: 90 LF SEPTIC 100+ 8 USED: %t z UNDOCUMENTED SEPTIC R (2 EA) 45 LF X 5' WIDE, 05 E.D., 4.0' TD WELL (E) AREA (E) ABANDONED PER CODE. TOTAL AREA: 450 SF REMOVE TANK & OLD DRAIN- FIEL D ILL EXCAVATION W/CLEAN z ,j z GRAVE. F wz � L, f '.WAY LOT 2 N/G WITH 2- RIGID INSULATION METER b2.8 INSTALLED DCO AND FS 11 $s -,20' BILM ROW EASEMENT M-3 A T TM_ H - WEEPING BIRCH AVE Li Li FIC 21.7 69.8 Ln < Cn V) 58.6 104.4 WELL AND 65.1 Li ui w )�0 67.6 112.8 Ci 57.8 101.9 M1 SEPTIC 100+ 0 C2 WELL J 141.2 M2 99.2 139.2 I 54.7 102.8 M3 59.1 107.0 C4 91.0 135.8 INICTAI I CT) ii C=T[ '.WAY LOT 2 N/G WITH 2- RIGID INSULATION METER b2.8 INSTALLED DCO AND FS 11 $s -,20' BILM ROW EASEMENT M-3 A T TM_ H - WEEPING BIRCH AVE A B FIC 21.7 69.8 T1 58.6 104.4 T2 65.1 110.6 DCO 67.6 112.8 Ci 57.8 101.9 M1 66.2 109.7 C2 101.1 141.2 M2 99.2 139.2 C3 54.7 102.8 M3 59.1 107.0 C4 91.0 135.8 '.WAY LOT 2 N/G WITH 2- RIGID INSULATION METER b2.8 INSTALLED DCO AND FS 11 $s -,20' BILM ROW EASEMENT M-3 A T TM_ H - WEEPING BIRCH AVE ILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INV -4" 0 DRAIN PIPE 5' DRAIN ROCK FILTER SAND M1 M2 C2 ss* Co C4 20.2 TH-2 INSTALLED DRAIN FIELD (2EA) 45.OLF x 5'W x 05ED x 4.6 W/ 2' SAND FILTER W m D <0 0 0 TH-1 TH-2 CZz z< z < < W0 �z ME m Dui O � iLi D D 0 U- 0 OR 0 � 0 u z OR 2-- 2- G* T GP Gp DRY 3/14/14 M OG.FG. 5/22/14 _3 .5 103.5 3/7/14 BOH 912 104.0 17-- 7/17/12 2.6 BOH 85.5 1000 g SEPTIC TANK (P) PROFILE SCALE: NTS ILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INV -4" 0 DRAIN PIPE 5' DRAIN ROCK FILTER SAND M1 M2 C2 ss* Co C4 20.2 TH-2 INSTALLED DRAIN FIELD (2EA) 45.OLF x 5'W x 05ED x 4.6 W/ 2' SAND FILTER W m D 0- TH-1 TH-2 0 103.2 102.5 I- OR 1- OR 2-- 2- I2m DRY GP Gp DRY 3/14/14 5/22/14 10__ 3/7/14 BOH 912 17-- 7/17/12 BOH 85.5 NOTES: PANNONE ENG WC, LLC Dote RECORD DRAWING Ae Of= k, �k 5/7/2018 Rev 1 181102 P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Scale of W. 1"=50' DRAWN BY: ACP NINA SUBDIVISION, LOT 2 ...... ........... 051-092-58 DENNIS & KELSEY CHATSKI Steven R. Ponnone PERMIT NO. CE 8149 20607 CRABTREE STREET OSP141091 PLAN CHUGIAK, AK 99567 Sheet 2 OF 2 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 TEST HOLE 2 OR ORGANICS COURSE POORLY GP GRADED GRAVEL W/ RIVER ROCK DATE PERFORMED: 7/17112 SOILS LOG - PERCOLATION TEST SLOPE TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? -'- DATE: 5/22/2014 WEEPING BIRCH AVE SLOPE TH X READING DATE CLOCK TIME NETTIME WATER LEVEL NET DROP SITE PLAN READING 5/14114 —10.15 —T7O17 5.52 — 2 - —iMIN -TI.68D — 3 UNABLE TO TAKE READING DUE TO 4 HIGH PERCOLATIONRATE -- 5 6 WELL (E) 0-1 WELL (E) LOT 2 FVFWAY III_ MEW G (P) TH-2 WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? -'- DATE: 5/22/2014 WEEPING BIRCH AVE SLOPE TH X READING DATE CLOCK TIME NETTIME WATER LEVEL NET DROP READING 5/14114 —10.15 —T7O17 5.52 — 2 - —iMIN -TI.68D — 3 UNABLE TO TAKE READING DUE TO 4 HIGH PERCOLATIONRATE -- 5 6 PEROLATION RATE <1 -(min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by M.N. Anderson. Prec hole was presoaked Last 3 readings recorded. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS F WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF )RMED IN TEST. NOTES: PAMONE ENG SVC, LLC Date CHANGE ORDER —OF A( kkk P.O. BOX 102954 ANCHORAGE, AK 99510 5/22/14 PHONE (907) 272-8218 FAX (907) 272-8211'o- cb -S-c—ole `4 TH NTS NINA SUBDIVISION, LOT 2 2 —ID. No 'lj 051-092-58 DENNIS & KELSEY CHATSKI ......... Iwl — sLeven R. Ponnone V 20607 CRABTREE STREET PERMIT NO. CE 8149 OSP1 41091 CHUGIAK, AK 99567 SOILS LOG Sheet OFESSIOP4 OF 5 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: OSP141091 Tax Code Number: 05109258000 Work Type: Septic Upgrade Permit Effective Dates: May 01, 2014 to May 01, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: NINA Site LegalAddress: NINA LT 2 G:1357 Owner/Address: CHATSKI DENNIS V & KELSEY S 4026 LUNAR DRIVE ANCHORAGE AK 995044549 Site Mailing Address: 20607 CRABTREE ST, Chugiak Lot Size in Sq Ft: 44065 Total Bedrooms: 3 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 By.~ ,//~ Date:~.~ //~ MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ~ Phone:907-343-7904 Fax:907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 051-092-58 Property owner(s) Dennis & Kelsey Chatski Day phone Mailing address Site address 20607 Crabtree Street Legal description (Sub'd., Block & Lot) Nina, Lot 2 Legal description (Township, Range & Section) Lot Size 44,045 .Sq. Ft. Number of Bedrooms.3 APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank Holding Tank Privy Private Well, Water Storage APPLICATION IS AN: TYPE OF DWELLING: Initial [] Single Family (SF) (w/wo ADU) [] Upgrade [] Duplex (D) [] Renewal [] Multiple Dwellings [] (SF and/or D) APR ~ 5 2014 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Perm[~ App_~- :. :'._.Zc ~' Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-ma steve~panenRak.com April 14, 2014 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Nina, Lot 2 Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request a permit to install an upgrade septic system be issued for this property. The proposed systems will serve a proposed three (3) bedroom house. Currently the lot is developed. The existing structure will be removed and a new three bedroom house will be constructed. The existing undocumented septic system will be abandoned per code and a new system will be installed. The proposed system will utilize a 1000g septic tank with a wide trench type drain field. The surrounding lots are served by private wells. There are no wells on surrounding lots within 100 feet of this system. 1. Soils. One test hole was performed by Pannone Engineering Services in March of 2014 and groundwater was monitored for seven days. Ground water was not encountered in the test hole after the seven day monitoring period. It is my opinion, based on the results of the percolation testsand overall soils appearance; an application rate of 1.0 gallons/day/square feet should be used for a c~ventional wastewater system with a 2' sand filter. Soil Absorption System Design. a. See Sheet 2 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic ta~k and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography slopes from the west to east at approxima~y 2% to 4% in the area of the proposed drain field. There are no steep slopes in the vicinity of the drainleld, 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 5. 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 me at 272-8218. Sincerel~ Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East M~nor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 I ~ I ' ', x~, '~ WELL AND / ~ WELL (E)~ .... , _.~.\"~ / ~ ' \ ~' SEPTIC 100+ ~ ~ ~ ~ \ ./ ' ~ UNDOCUMENTED SEPTIC Ld ~ .... ~ ..... j /'- AREA (E) ABANDON m o WELL (E} lOOOg SEPTIC TANK (P) \ ......... ', LOT 2 '~02..9' 102.2 /~,'~ ~' INSTALL DCO AND FS ' ~ 20 BLM ROW EASEMENT /. .~,~- . . / % ~ · ./ { 4.¢ DRAIN FIELD (P) '- (2EA) 45.0LF x 5'W x 0.5'ED x 4.0'TD %, WEEPING BIRCH AVE ,, W/2' SAND ~WELL AND ' ~ .... /' ~ S~T~C ~oo+ FOR CONSTRUCTION P.O. BOX ~00217 ANCHORAGE, AK 99510 ¢~"~ ~ ~ L 1"=5o' NINA SUBDIVISION, LOT 2 ~ ~.~ 051-092-58 DENNIS ~ KELSEY CHATSKI ~,~tev~_~%~n%~6~ ~ERMIT NO. ¢~ ~'. CE 8149 .~ 0SP141091 20607 CRABTREE STREET f~l~:.. ....... '~9%~ Sh~t 10F5 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 A~AOHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: ABANDON EXISTING UNDOCUMENTED SEPTIC SYSTEM PER CODE AND INSTALL lO00g SEPTIC TANK WITH FLOW SPLWFER. INSTALL NEW SOIL ABSORPTION SYSTEM. 5. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 10.0 FEET BELOW EXISTIND GRADE AS EVIDENCED BY THE SOIL TEST HOLE, IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 10.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4.0 - SECTION ~ o.o-- lO00g SEPTIC TANK (P} PROFILE ~ ~T~CS~ND CU COPPER ~ESIGN PArAMETErS D~P DUCTILE IRON PIPE UPC~ADE SEPTIC SYST[M LEGEND TH TEST HOLE NO. BEDROOM: 5 (450 gpd) TANK S~ZE: lO00g -- W~ WATER LINE/ FC FOUNDATION CLEAN OUT PERC RATE = <1 MPI WELL RADIUS T~ TANK CLEAN OUT NO. SOIL RATING: 1 GPD/SF C~ CLEAN OUT NO. AREA ROD: 450 SF -- SS NEW SEPTIC M~ MONITOR TUBE NO. SYS. ~PE: WIDE TRENCH 0.5' E.D, R.I. RIGID ~NSU~TtON MIN LENGTH: go LF DCO DOUgLE CLEAN OUT DV DIVERTER VALVE USE: FS FLOW SPLICER ~2~) 45 LF X 5' WIDE, 0.5' E.D., ~.0' TD BFG BELOW FINISH GRADE TOTAL AR~: 450 SF OG ORIGINAL GRADE FO FINISH GRADE TS~V TOPSOIL A VEGETATE OONSTRUCT~ON P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ~ ~,.. ~ .y ~ Sco~e NINA SUBD/VISION, LOT 2 c DENNIS ~ KELSEY CHATSKI NO. ~¢. CE m49 .~ 20607 CRABTREE STREET'~r~F~2'.. ...~ osm4~o9~ DESIGN DETAILS SOILS LOG - PERCOLATION TEST TEST HOLE 1 3-- 4-- )T 2 6~ GP GraDED X W~ ~} ~, /-. TH~I.. ..... G~VEL W/ TH I 20' BLM ROW ~SEMENT 11 ~ WEEPING BIRCH AVE '~ WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? ~ DEPTH? ---.-' X 17 -- DEPTH TO WATER AFTER MONITORING? DRY 18 DATE: 3/14/2014 ~ 3~/14 2:30 2 2:32 2 MIN DRY --- 3 UNABLE TO TAKE READING DUE TO 4 HIGH PERCOLATION ~TE PERO~TION ~TE <1 (mEn/inch) PERC HOLE DIAMETER 6 in,es TEST RUN BE~EEN 3 FT AND 4 FT COMME~S: Test hole excavated b7 JR'S S~IC PUMP~G. Pe~c ho~e ~as p~so~ed. Pe~c test ~ for et least i hour. U~ble to t~e ~e~ due to pe~c rate. P~R~ORMED BY: Steve~ R. P~oae~ P.~. [ C~RTI~Y THAT ~HJS T~ST WAS P~R~O~D ~ ACCO~C~ W~H ALL STATE ~D MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PHONE (907) 272-8218 FAX (907) 272-8211 ¢~'~. ~"..~ NTS ~..:. .:.-, NINA SUBDIVISION, L0T 2 ~~¢~. j, 051-092-58 DENNIS & KELSEY CHATSKI ~ i . ' . N PERMIT NO. SOILS LOG CHUGIAK, AK 99567 ~li?~. ..... ,[~ Sheet WATER READING DATE CLOCK NET TIME LEVEL NET DROP TIME READING ~ 3/7/14 2:30 .... 2 2:32 2 MIN DRY --- 3 UNABLE TO TAKE READING DUE TO 4 HIGH PERCOLATION RATE 5 6 ,,/~;~ ~ %% MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYS'rEM AND/OR WELL INSPECTION REPORT ' NAME ~ PHONE LEGAL DES RIPTION DIS'FANCE TO: [ Wel~E~ f I Absorption.~ f Dwelling M rial L.iq. ~ ~galions IF HOMEMADE: ,ns~. Width Li~d dopt~ Depth / /' ¢ O/ PE'MITNO. ~- diameter -- Crib depth Well ~ Building fo~] Nearest lot line OTH E R PIPE MATERIALS ~t ~.~T' I ~NST LI. ER ~ ~. ~94-2979 {ev. 3/78) MUNICIPALITY OF ANCHORAGE ~ .,,~.,~{" Department f Health and Environment~ Protection 825 L Street, Anchorage, AK. ~9501 264-4720 f//~ * * * HANDWRITTEN PERMIT * * * Permit ~__ WELL AND/OR 0N-SITF SEWER PERMI~ ~ \ Applicant: ~(~3~- ~ Mailing Address~' ~''~ Location: C~ h~,~ ~ Phone Nun%er :/ ~P~--~p~>~ Legal Description: ~'~ Z C~- ~ F 7-/~/~ ~ l~ O~; I~'7. Lot Size: Type of Soil ~sorption System Is: ~ . , . Holding Tank ~rench: Dralnfmeld. Seepage Bed~ Max~um Number of Bedrooms: ~i Soil Rating &q.'ft/br) ~~/~ DEPTH The Required ) LENGTH Size o~f the Soil Absorption System Is: The length dimension is the length(in feet) of the trench or drainfieldo The depth of a trench or pit is the distance between the surface of the ground and. the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth .of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE TM /~"~/~(-'~/ GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the n~mber of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRFD * * * Backfilling of any system without final inspection and approval by this departmen~ will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee~ for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 1 9 °o 3 * * * Z certify that: (1) I ~un familiar with the requirements for on-site sewers and wells as set forth by the Municipality of! Anchorage. (2) I wil~,stall thxe~x~system in accordance with codes. ~ . . (3) I u~r~tand tha~/x~e on-site sewer system may require, en±arg/~ment if the/re,~d~nce~/~emodeled to include more that 3 ~3t%drooms% 7' ~ SWP/024(1/81) MUNICIPA'f..ITY OF HORAGE DEPARTMENT OF: HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST .)~ SOILS LOG PERCOLATION TEST 2 3 4 5 6- 7- 8- 9- SLOPE _.,f?/¢-" ,¢ ccc ~ITE PLAN 10- 11 12 13 14 15 16 17 18 19 20- ENCOUNTERED? IFYES, ATWHAT ¢ ~,J ~'/ DEPTh? , Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /~jt - /~ (minutes/inch} COMMENTS TEST RUN BETWEEN . FT AND FT CERTIFIE~~/