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Home My WebLink AboutELMORE BLK 2 LT 16Elmor'e Block 2 Lot #018-171-60 Inspection Report_1-1-12.doc 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: OSP151191 PID Number: 018-171-60 ❑ New 0 Upgrade Name: ABSORPTION FIELD Kinuye Ah You ❑ Deep Trench 0 Shallow Trench ❑ Bed ❑ Mound Address 14081 Greybull PI. ❑'Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2GPD/SF 8Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade -6 Ft, Gravel depth beneath pipe 2Ft. Subdivision Block Lot Elmore - 2 16 Fill added above original grade 0 Ft, Gravel leng 3x25 Ft. Township Range Section Gravel vridth 15Ft. Beds: Number of Lines N/A Distance between lines N/A Ft SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 535.7 Ft2 3 10.5/10 Ft. Well 110.1 107.3 N/A N/A TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑+ Other Manufacturer Anchorage Tank Capacity I 1,250Gal. ,p� Surface Water 153.2 113.9 N/A N/A 5 (p Material. Steel Number of compartments 2 Lot Line 24.0 10.0 N/A N/A NA Foundation 31.5 28.1 N/A N/A LIFT STATION Manufacturer Capacity Gal. - Curtain Drain -)IWO WA N/A N/A c4 f4) Pump on level at Pump off level at High water alarm at /V.�-� Remarks o in. - in. in. . Pump make and model Electrical Inspections performed by PIPE MATERIAL Housetotank 3034 Tankto 3034 drainfield Installer A+ Homes Services Drainfleld 3034 Co/MT 3034 Inspector Pannone Engineering Services LLC. BENCHMARK (Assumed elevation) 100ft Inspection 1" 8/21/2015 Z m 8/24/2015 Location and description dates: _ Porch Footer 3" 8/24/2015 41" COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date �# ��N. ��1even : •15anii8me* Approved Approved Date ��;•. 814 ll�F}� S��-►.0 Inspection Report_1-1-12.doc Is 5 LOT VACANT NO WELLS OR SEPTICS WELL ' (E) - /DC2 ya I - � SS` � i�w A .., B ,G .: DC1 27.3 13.8 T1 34.2 37.9 T2 41.9 43.9 44.0 46.3 Cl 53.2 60.3 mi 52.8 59.0 C2 28.6 42.0 M2 30.3 44.3 _ C3 - 36.7.- " 55.8 M3 38.5 58.0 C4 58.2 71.0 M4 56.8 69.2 CS 45.8 68.2 M5 47.2 69.9- C6 63.8 80.8 M6 62.7 79.4 M1 .o 1250g SEPTIC TANK NEW _ WITH DOUBLE CLEAN OUT10• UTILITY EASEMENT -71::Z-- AND 3 -WAY FLOW SPLITTER • � - � / I 108 F DRIVEWAY C4 105 \ / - 10.0 : -� M6 s *-r'�'-M. 10.3' ss U C5 C6 l_ UPGRADED DRAIN FIELDS NEW M5 _(3EA) 25LF x 5'W x 2.0'ED x 8.0'TD / TH-2' i Is 2` M2' I 114.2 48R WELL (E) C HOUSE (E). �• A 1� WELL (E) �ILOT�66 EXISTING SY TEM UNDOCUMENTEDSEPTIC \ ,1100' CREEK �' DECOMMISSIONED PER CODE SETBACK tp v mow_ W3.9 �2 92 i NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY: N JC ELMORE, BLOCK 2, LOT 16 KINUYE AH YOU 14081 GREYBULL PLACE PLAN ANCHORAGE, AK 99516 OF A D9te �.gsl'1 2/3/2016 ��P,. .'•'1- +11 Scale 1.._50' .... ..l .....: P.I.D. NO Steven R. Pannone i P,,,.'. CE 8149 ,•,��; 'ERMIT NO. OSP151191 Sheet 2 OF i�w w a a 6 QUO J O J 0 �} DC2 � Jw M1 .o 0 Cl .x 13.O DRIVEWAY C4 105 \ / - 10.0 : -� M6 s *-r'�'-M. 10.3' ss U C5 C6 l_ UPGRADED DRAIN FIELDS NEW M5 _(3EA) 25LF x 5'W x 2.0'ED x 8.0'TD / TH-2' i Is 2` M2' I 114.2 48R WELL (E) C HOUSE (E). �• A 1� WELL (E) �ILOT�66 EXISTING SY TEM UNDOCUMENTEDSEPTIC \ ,1100' CREEK �' DECOMMISSIONED PER CODE SETBACK tp v mow_ W3.9 �2 92 i NOTES: PANNONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY: N JC ELMORE, BLOCK 2, LOT 16 KINUYE AH YOU 14081 GREYBULL PLACE PLAN ANCHORAGE, AK 99516 OF A D9te �.gsl'1 2/3/2016 ��P,. .'•'1- +11 Scale 1.._50' .... ..l .....: P.I.D. NO Steven R. Pannone i P,,,.'. CE 8149 ,•,��; 'ERMIT NO. OSP151191 Sheet 2 OF SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS 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. 2. SCOPE OF WORK: INSTALLED NEW 1250g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 14.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. NO APPARENT WATER TABLE WAS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14.0 FEET BELOW EXISTING GRADE. - - - 3 VERY SILTY BROWN GRAVEL FILTER FABRIC 4' 0 DRAIN PIPE -DRAIN ROCK 6" ABOVE PIPE INV - DRAIN ROCK 97.5 1� p - TH - J—_ 92.3 91.9 91.5 - EXISTING GP/ SM SILTY SAND AND - 2a ROUND ROCKS -1— 99,3 89,9 89.5 TYPICAL MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT -19.5 GM 6.0 TIGHT SILTY GRAVEL FLOW SPLITTER _ BFG BELOW FINISH GRADE OG ORIGINAL GRADE - FG FINISH GRADE SECTION TOPSOIL AND VEGETATE - - -I,,9 NOT IN CONTRACT 84.3 7/13/2015 z a s a o w o m p¢ m tt 0 Za o 'ow wz 0Z zJ U� a 0 � U 95.5 3Ll 1,2508 S93.9 SEPTIC NEW 92sTANK DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM - NO. BEDROOM: 4(600 gpd) TANK SIZE: 12509 PERC RATE: 1 -5 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 500 SF SYS. TYPE: WIDE TRENCH 2.0'ED RF_ G.70 MIN LENGTH: 70 LF USED: (3EA) 25 LFx5'Wx2.0' E.D., 8.0' TD TOTAL AREA: 535.7 SF - PROFILE SEE SECTION & PARAMETERS LEGEND W WATER LINE/ WELL RADIUS SS — NEW SEPTIC ABBREVIATIONS TH TEST HOLE (P) -. PROPOSED (E) - EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT - 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 _ BFG BELOW FINISH GRADE OG ORIGINAL GRADE - FG FINISH GRADE TS&V TOPSOIL AND VEGETATE - - NIC NOT IN CONTRACT NOTES: t�171�`7171�`17 7�� 7�7 P,0, BQXO10NE ENG SVAGE,C, 9AL10 PHONE (907) 272-8218 FAX (907) 272-8211 - _��\ OFA�.,j 1$ r.�P•'' '..'� /aj, y f t>,J TH*f, .... .. ..... .......... ...... / Steven Pannone CE 8149 .. c2� _ �f(I�EDpROFSS�Np�' 1k,��""�� Date 9/4/2015 RECORD DRAWING Scale NTS DRAWN BY: ELMORE, BLOCK 2, LOT 16 KINUYE AH YOU 14081 GREYBULL PLACE ANCHORAGE, AK 99516 NJC 2-La. NO 018-171-60 PERMIT NO. OSPI51191 DESIGN DETAILS sheet 3 OF 3 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: OSP151191 Tax Code Number: 01817160000 Work Type: Septic Upgrade Permit Effective Dates: July 10, 2015 to July 09, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: ELMORE Site Legal Address: ELMORE BLK 2 LT 16 G:3036 Owner/Address: AH YOU KINUYE 14081 GREYBULL PLACE ANCHORAGE AK 995163644 Site Mailing Address: 14081 GREYBULL PL, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 31937 Total Bedrooms: 4 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 B� Issued By: Col P+ �s dro an6, M, MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ON-SITE SEWERANELL PERMIT APPLICATION Parcel I.D. 018-171-60 Property owner(s) Kinuye Ah YoU 'Mailing address 14081 Greybull Place, Anchorage, AK 99516 Phone: 907-343-7904. Fax: 907-343-7997 Day phone Site address 14081 Greyloull Place Legal description (Sub'd., Block & Lot) Elmore, Block 2, Lot 16 Legal description (Township; Range & Section) Lot Size 31,937 .Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: ([~] ail 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 I WAIVER REQUEST FOR: Distance: I certify that the above information is Correct. I further certi~ that this is in accordance with applic~a~ Municipa, I/~Codes. (Sign[~tu"~ ~)?~l~/rty.owner or authorized agent) Permib'Rush Fees: Date of Payment: __ Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_~-., ,_.~c ~ Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve~panengak.com July 8, 2015 Subject: Elmore, Block 2, Lot 16 Upgrade Septic System 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 systems will serve an existing four (4) bedroom house. Currently the lot is developed, and the house is served by an undocumented system. The proposed system will utilize a 1250g septic tank with a conventional drain field. This lot and the surrounding developed lots are served by private wells. There are no wells Within 100' of the proposed septic system Soils. One test hole was performed in the vicinity of this system by Pannone Engineering Services in May of 2015, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 14.0' below the surface in the test hole monitor tube in April of 2015. 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 these test holes. 2. Soil Absorption System Design. a. See Sheet 1of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank 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 northeast to the southwest at approximately 3%-5% in the area of the septic system. There are no steep slopes within 50' 0fthe proposed drain field. The proposed draiq 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. Th~ 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-g211 (2 01 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. 2. SCOPE OF WORK: INSTALL NEW 1250g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 14.0 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 14.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. I, W LOT VACANT NO WELLS OR SEPTICS 1250g SEPTIC TANK (P) WITH DOUBLE CLEAN OUT- - / AND 3—WAY FLOW SPLITTER, INSTALL FOUNDATION CLEAN OUT REMOVE AND REPLACE CHAIN LINK FENCE AS NECESSARY � V✓_� W� \WEI M 1 10' UTILITY EASEMENT F �I UPGRADE DRAIN FIELD (P) (3EA) 2 -')LF x 5'W x 2.0'ED x 8.10 i WITH CLEAN OUT AND MONITOR TUBE AT EACH END DESIGN PARAMETERS v 1fI x PRIMARY SEPTIC SYSTEM\— N0. BEDROOM: 4 (600 gpd) TANK SIZE: 1250g PERC RATE: 1-5 MPI SOIL RATING 1 2 ORD /SF � I 1C8 i H 1 HOUBR (qWELL 100.9SS 102.7 \ x 1 W -TH-2 \ EXISTING UNDOCUMENTED \ \ LOT SEPTIC SYSTEM DECOMMISSION PER CODE 100' CREEK SETBACK 11 ykSd _x �S x J ` _ _J6 _\N 1_01.3 _ - 88 , 2 AREA ROD: 500 SF- - i� , \ \ ABBREVIATIONS SYS, TYPE: WIDE TRENCH 2.0'ED TH TEST HOLE RF: 0.70 MIN LENGTH: 70 LF �� / R�E`h (P) PROPOSED - C USE: i / — gPBgAA CO CLEANNOUT N0. (3EA) 25 LFx5'Wx2.0' E.D., 8.0' TD \ Z MT MONITOR TUBE NO. TOTAL AREA: 535.7 SF i i P - TY ICAL NOTES: 7 C PANNON21 ENG SVC, LLA. LLC �� \� = OP' AL `l Dote 7/20/2015 FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .� '�� " "' qS �) , co '•'�y+) CHANGE ORDER Scale ELMORE, BLOCK 2, LOT 16 ..... .. .... / P.I.D. NO 018-171-60 KINUYE AH YOU Steven R. Pannone' j PERMIT NO. 14081 GREYBULL PLACE I'P�J' CE 8149 �// I OSPI51191_ PLAN ANCHORAGE, AK 99516 `1 Sheet li�PRpSSIONPV 1 OF 3 TEST HOLE 1 ORGANICS 2 GM VERY SILTY 3 d I BROWN GRAVEL 4 5 6 GP! SILTY SAND AND 7 SM ROUND ROCKS 8 9 10 11 GM TIGHT SILTY 12 GRAVEL 13 14 BOH 15 16 17 18 19 DATE PERFORMED: 5/26115 Coi SOILS LOG - PERCOLATION TEST SLOPE x TH I WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT -DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 6/10/15 SITE PLAN n—I X THI�—\ X / \r X - TH -2 \ LOT�h6� i � x700 X X ice— x J SLOPE TH x READING DATE CLOCK NET TIME WATERTIME LEVEL READING NETDROP 1 5/26/15 10:00 --- CHANGE ORDER Scale NTS P.I.D. NO 16-n1-60 2 10:06:05 6.1 MIN 11.91 6.00 (DRY) 3 10:07 -- - 5.91 --- 4 10:13:06 6.1 MIN 11.91 6.00 (DRY) 5 10:14 --- 5.91 --- 6 10:20:12 6.2 MIN 11.91 6.00(DRY) PEROLATION RATE. 1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. Prec 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 MUNICIPA�L�7G�U�ID7L�IINNES IN EFFECT ONTTHE OF THIS TEST NOTES: �DATE PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211Aw ��F A \�l (� • k�'qk+� 91+) TH ........ .... ...... ...... .... .... Steven R. annone '+ CE 8749 ?rte/ ++�1 ��a Fssn,� Date 7/20/2015 FOR coNsrRucrioN CHANGE ORDER Scale NTS P.I.D. NO 16-n1-60 ELMORE, BLOCK 2, LOT 16 KINUYE AH YOU 14081 GREYBULL PLACE ANCHORAGE, AK 99516 PERMIT N0. OSPI51191 SOILS LOG SheetOF 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 3, d) ORGANICS VERY SILTY BROWN GRAVEL SILTY SAND AND ROUND ROCKS TIGHT SILTY GRAVEL DATE PERFORMED: 7/13/15 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 7/20/15 \ SITE PLAN � x � TH-1 j o TH-2 \ ` LOT -%6 _I IX \ -k1v0� kk X X X J _ SLOPE TH X READING HATE CLOCK NETTIME WATERTIME LEVEL READING NET DROP 1 7/13/15 1:30 --- 3.30 --- 2 1:35:50 5.8 MIN 9.30 6.00 (DRY) 3 1:36 --- 3.30 --- 4 1:41:55 5.9 MIN 9.30 6.00 (DRY) 5 1:42 --- 3.30 --- 6 1:48 6.0 MIN 9.30 6.00 (DRY) PEROLATION RATE 1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 F AND 5 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. Prec 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 PERFORMEE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST NOTES: PANNONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 CHANGE ORDER PHONE (907) 272-8218 FAX (907) 272-8211 SOILS LOG ELMORE, BLOCK 2, LOT 16 KINUYE AH YOU 14081 GREYBULL PLACE ANCHORAGE, AK 99516 /20/2015 *. q *r� NTS ..... .. .... ....... 0 P.I.D. NO 018-171-60 Steven 'R. Pannone CE 8149 PERMIT N0. �// OSP151191 r D Sheet '. B::WELL'i:DRILLING