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Home My WebLink AboutINDIAN VALLEY ALASKA BLK 1 LT 4Indian Valley Alaska Block 1 Lot 4 #090-031-26 SUBMIUAL 'it. ki 7,Y 1111/ Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP121044 PID Number: 090-031-26 Dwelling: Illi Single Family (SF) ■ Duplex (D) ❑ Mult ple (SF and/or D) Project: ❑ New • Upgrade Name: Sharon Yore ABSORPTION FIELD Address 400 Boretide Road ❑ Deep Trench • ❑ Other Shallow Trench ❑ Bed ❑ Mound Phone Number of Bedrooms 3 Soil Rating 1.0 GPD/SF Total depth from original grade 5.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot Indian Valley Alaska 1 4 4,5 Ft, 0.5 Ft. Fill added above original grade Gravel length Township Range Section 0 Ft. 45.0 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 5.0 FL N/A N/A Ft. To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 450 Fe Number of trenches 2 Dist. between trenches 11.2 Ft. Well103.0 117.1 N/A N/A 26.2 TANK ❑ Septic • S.T.E.P. IIIHolding ■ Other Manufacturer Capacity Surface Water100+ 100+ N/A N/A Anchorage Tank 1000 Gal. Material Number of compartments Lot Line 61.9 45.9 N/A N/A Steel 2 Foundation77,8 90.8 N/A N/A NA LIFT STATION Manufacturer Capacity Curtain Drain N/A N/A N/A N/A Gal. Remarks Pump on level at Pump off level at High water alarm at in. in. in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank PVC d Tank to PVC Red Dog Masonry Drainfield PVC CO/MTPVC Inspector Pannone Engineering Services BENCH MARK (Assumed elevation)100 ft Insction dates: t°` 9/21/12 god 9/22/12 Location and description 3" 9/25/12 4" Bottom of Trim, Corner of House COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Engineer's Stamp *: • 1 e 4 (/ _'� �J_ jam• Approved,///�, . PG ate / �n ,l p``�� isteven �Onnaae CE 8149 ��1� +_ M 41 LOT VACANT NO WELLS OR SEPTICS f L D/W C2 009 A 103.0 T? w. 5 NEW DRAIN FIELD (2EA) 45LFx0.5'EDx5'W, 5'TD WITH 2' SAND 45.9 M4 4 Dom; TH1 RESERVE DRAIN FIELD (P) 15LFx0.5'EDx5'W, 6'TD 772 �;� C3 WITH 2' SAND (BASED ON CAT III) NEW 10009 SEPTIC TANK WITH DOUBLE CLEAN OUT AND FLOW SPLITTER CESSPOOL ABANDONED PER CODE I � I- 115.5 10' UTILITY EASEMENT WELL (E) N U d Z <0 H J OJ W 0 z NOTES: RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN INDIAN VALLEY ALASKA, BLOCK 1, LOT SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 ALgSk jco •• ��r •,Y+y r *; / 1 i .. �..�� • • Steven R. Pannone CE 8149 901.2Vct Z4%, Date 9/25/2012 Scale P.I.D. NO 090-031-26 PERMIT NO. OSP121044 Sheet 2 OF 3 A B T1 40.7 41.6 T2 45.4 44.7 DC1 47.8 46.5 DC2 49.9 48.1 DV 53.3 51.6 01 53.7 55.5 M1 55.7 56.2 C2 72.7 63.7 M2 67.4 60.0 C3 69.7 71.6 M3 68.5 69.5 C4 84.2 78.0 M4 82.9 77.9 M 41 LOT VACANT NO WELLS OR SEPTICS f L D/W C2 009 A 103.0 T? w. 5 NEW DRAIN FIELD (2EA) 45LFx0.5'EDx5'W, 5'TD WITH 2' SAND 45.9 M4 4 Dom; TH1 RESERVE DRAIN FIELD (P) 15LFx0.5'EDx5'W, 6'TD 772 �;� C3 WITH 2' SAND (BASED ON CAT III) NEW 10009 SEPTIC TANK WITH DOUBLE CLEAN OUT AND FLOW SPLITTER CESSPOOL ABANDONED PER CODE I � I- 115.5 10' UTILITY EASEMENT WELL (E) N U d Z <0 H J OJ W 0 z NOTES: RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PLAN INDIAN VALLEY ALASKA, BLOCK 1, LOT SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 ALgSk jco •• ��r •,Y+y r *; / 1 i .. �..�� • • Steven R. Pannone CE 8149 901.2Vct Z4%, Date 9/25/2012 Scale P.I.D. NO 090-031-26 PERMIT NO. OSP121044 Sheet 2 OF 3 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. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALLED NEW SEPTIC TANK AND SOIL ABSORPTION SYSTEM WITH 2' OF SAND. 4. GROUNDWATER WAS MONITORED AT 11.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 11.0 FEET BELOW EXISTING GRADE. o 8° 0 0 0 94.0 6 98.8 NEW 10008 SEPTIC TANK 97.5 1.0 -3.0 5 y,0 N m= A 0 go \93.8 TH-1 OR SM/ ML SM/ GP ORGANICS SILTY SANG/ SILT SAND WITH VERY LITTLE SILT ROCKS 1'-2' 0 HARD DIGGING AT BOTTOM MOIST 6.0 ---11.0 86.5 -1- 4/4/2012 83.5 BOH/BR 0.5 4.0 PROFILE DESIGN PARAMETERS REPLACEMENT SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE = <1 MPI - SOIL RATING: 1.0 GPD/SF AREA RQD: 450 SF SYS. TYPE: WIDE TRENCH 0.5' E.D. MIN LENGTH: 90 LF USE: (2EA) 45 LF X 5' WIDE, 0.5' E.D., 5.0' TD TOTAL AREA: 450.0 SF (W) 97.7 (E) 97. J -(W) 93.7 (E) 93.32 '-(W) 92.7 (E) 92.33-r SECTION O 8 0 0 (W) 97.7_ (E) 97.3 (W) 93.7 E) 93.3 (W) (E) 92.3.3 FILTER FABRIC DRAIN ROCK 6' ABOVE PIPE INV DRAIN ROCK 2.0 10.0 I 5.0-H FILTER FABRIC zza DRAIN ROCK 6" ABOVE PIPE INV z SV SAND FILTER PE 4" 0 DRAIN P TRENCH SEE DESIGN LEGEND W WATER LINE/ WELL RADIUS SS - NEW SEPTIC ABBREVIATIONS CU COPPER DIP TH FC T# C# M# R.I. DCO DV FS BFG OG FG (W) 97.7 (E) 97.3 (W) 93.7 93.3 JW) 92.7 (E) 92.3 DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE NOTES: RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS INDIAN VALLEY ALASKA, BLOCK 1, LOT SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 13 of 4L4 k j/t 4 .. +t1 *:49TH A" 'or'l Steven R. Pannone lI Pte'.. 8149402. Aar% Date 9/25/2012 Scale NTS P.I.D. NO 090-031-26 PERMIT NO. OSP121044 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: OSP121044 Tax Code Number: 09003126000 Work Type: Septic Upgrade Permit Effective Dates: April 13, 2012 to April 13, 2013 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: INDIAN VALLEY ALASKA Site Legal Address. INDIAN VALLEY ALASKA BLK 1 LT 4 G:4456 Owner/Address: YORE SHARON H & MICHAEL L 400 BORETIDE RD INDIAN AK 995401109 Site Mailing Address: 400 BORETIDE RD, Indian Lot Size in Sq Ft: 45900 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: Ii`" I I Issued By: kj, (i(/cciyi/i�li Date: 4/ MUNICIPALITY OF ANCHORAGE (Th Community Development Department Development Services Division On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Phone: 907-343-7904 Fax: 907-343-7997 Parcel I.D. 040^ 031- Z% Property owner(s) S}'latad a— MieMajt. Flog& Day phone 24 4—Z35LI Mailing address 400 t5otC1'O6 RD. a IAl0041 ,Alt, 'KS"" Jo Site address L/dd Sotti3OcY Ro#O Legal description (Sub'd., Block & Lot) IL10144) V4u-ey ALASKA, ,(&.if 1-0 II Legal description (Township, Range & Section) Lot Size 400 Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: (0 all that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage THIS APPLICATION IS AN: Initial ❑ Upgrade �( Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 5.75 ^ Waiver Fees: Date of Payment: 4 f 5 I l a- c 4' Date of Payment: Receipt Number: 61245& Receipt Number: Permit No. Osela v)L-1 Waiver No. G:\Building\On Site \Forms\Client Forms\Permit App_010411.doc (Rev. 1/11) Pannone Engineering Services ac Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com April 4, 2012 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Indian Valley Alaska, Block 1, Lot 4 Septic System Permit Upgrade Request Ladies and Gentlemen: I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing three-bedroom house. Currently the lot is developed. The existing septic system does not meet code and will be abandoned per code. The lot is served by a private well that is located over 100 feet from the proposed soil absorption system. The surrounding developed lots are served by private wells. The surrounding wells are located over 100 feet from the proposed soil absorption system. 1. Soils. A single test hole was excavated by PES in March of 2012, and the ground water monitored for seven days. Groundwater was monitored to a depth of 11 feet after the seven day monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square feet should be used for a conventional waste water system with a 2' sand filter. 2. 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 tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The topography in the area generally slopes to the south and east at approximately 3% in the area of the proposed drain field. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 615 East 82nd Ave, Cuite B6, Anchorage, AK 99503 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 wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, •d • Steven R. Pannone, P.E. Owner/Civil Engineer Attachments Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 615 East 82" Ave, Suite B6, Anchorage, AK 99503 Telephone: (907) 272-8218 FAX: (907) 272-8211 �r M M\ LOT VACANT \ NO WELLS OR SEPTICS VVV 1 i IV 1 1 I � - • WELL (E) 1 1000g SEPTIC TANK WITH DOUBLE CLEAN AND FLOW SPLITTER (P) OUT D/W HOUSE (E) 9 / 103.0 Ns REPLACEMENT (2EA) WITH 45LFxO.5'EDx5'W, 2' SAND DRAIN FIELD (P) 6'TD o o cE \ \� •r I O L \ o �� s WW�/ \v` VV T �� 49.5 ss' S�eso TH1 1� 0 'Y g ' . MN CESSPOOL (E) it ABANDON PER CODE47\ 1 101.0 �"s � RESERVE z w 0 1 • 1 1 I- Za ¢O < 0 oW DRAIN w n1 Ilt 0 J O Z FIELD (P) CID 10' UTILITY EASEMENT WITH WITH 2'.5D5'W, 2' SAND (BASED ON — CAT III) WELL E) 5 � I�,i le NOTES PANNONE ENG SVC, LLC of te FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 -� 4/10/2012 PHONE (907) 272-8218 FAX (907) 272-8211 tQ�••"..."••5,ki ta •' eta,- Scale �C....•177/#s 1"50' 0,1*: 49 {\ '.*� 0 404140.1101404140.1101•"• I P.I.D. NO INDIAN VALLEY ALASKA, BLOCK 1, LOT 4 / t�'1PF 090-031-26 SHARON YORE Steven F • . Ponnome A PF , CE 8149 or �� PERMIT N0. OSP121044 400 BORETIDE ROAD s PLAN INDIAN, AK 99540 - 'k„ en • .....0NP�'.' \ bssfl1 ". Sheet 1 OF 4 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. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALL NEW SEPTIC TANK AND SOIL ABSORPTION SYSTEM WITH 2' OF SAND. 4. GROUNDWATER WAS MONITORED AT 11.0 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 11.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4.0' MIN 0009 SEPTIC TANK (P) TH 4' 0 DRAIN PIPE 0 SM/ 3.0 ML DESIGN PARAMETERS REPLACEMENT SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1000g PERC RATE _ <1 MPI SOIL RATING: 1.0 GPD/SF AREA RQD: 450 SF SYS. TYPE: WIDE TRENCH 0.5' E.D. MIN LENGTH: 90 LF USE: (2EA) 45 LF X 5' WIDE, 0.5' E.D., 6.0' TD TOTAL AREA: 450.0 SF SM/ GP BOH/BR ORGANICS SILTY SAND/ SILT 5.0 SAND WITH 05 VERY LITTLE SILT ROCKS 1'-2' 0 HARD DIGGING AT BOTTOM MOIST 50 -11.0 4/4/2012 PROFILE JIMMIE F-5.0 SECTION 0 0 MONITOR TUBE 10.0 5.0-1 ILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INV DRAIN ROCK 2.0 SAND FILTER P FILTER FABRIC o DRAIN ROCK B' ABOVE PIPE INV 6 4" 0 DRAIN PIPE TRENCH SEE DESIGN LEGEND W WATER LINE/ WELL RADIUS SS ABBREVIATIONS CU COPPER DIP TH FC NEW SEPTIC T# C# M# R.I. DCO DV FS BFG OG FG DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE FINISH GRADE NOTES: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS INDIAN VALLEY ALASKA, BLOCK 1, LOT 4 SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 .914- 4to i*: "TM *0l Date 4/10/2012 Scale NTS P.I.D. NO 090-031-26 PERMIT NO. OSP121044 Sheet 2 OF 4 1 2 3 4 5 6 7 8 9 10 11 TEST HOLE 1 OR SM! ML SM/GP ORGANICS SILTY SAND/ SILT SAND VNTH VERY LITTLE SILT ROCKS 1'-210 HARD DIGGING AT BOTTOM MOIST 4/4/12 12 13 14 15 16 17 18 BOH DATE PERFORMED: 3/28/12 SOILS LOG - PERCOLATION TEST SLOPE x TH 3R JSE \ O SS SITE P/N l3 7— TH1 I W M a 10' UTILITY EASEMENT WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? -11'- DATE: 4/4/12 SLOPE TH x READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 3/8/12 <1 MINUTE PER INCH 2 3 4 5 6 PEROLATION RATE <1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by RED DOG MASONRY. 10 gallons of water was pourd into the perc hole and was absorbed before readings could be taken. 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: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SOILS LOG INDIAN VALLEY ALASKA, BLOCK 1, LOT 4 SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 Arco • y• • •• •y i9 i*:49TH i\� �l, '$'teyen' 'R.'Vannone CE 8149 •ANNIn ••L' Date 4/10/2012 scale NTS P.I.D. NO 090-031-26 PERMIT NO. OSP121044 Sheet 3 OF 4 ADVANTEX 4" JIM CAPAX20 POD RESERVE SYSTEM DESIGN 24" INSULATED RISER AUXILIARY PUMP BASIN 4" PUMP—OUT-- 64" SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION RESERVE SYSTEM DESIGN PARAMETERS REPLACEMENT SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1500g S.T.E.P. W/ AX20 POD PERC RATE = <1 MPI SOIL RATING: 6.0 GPD/SF AREA RQD: 75 SF SYS. TYPE: WIDE TRENCH 0.5' E.D. MIN LENGTH: 15 LF USE: 15 LF X 5' WIDE, 0.5' E.D., 6.0' TD W/ 2' SAND TOTAL AREA: 450.0 SF 14' PASSIVE AIR VENT co) NOTES: FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SITE SECTION INDIAN VALLEY ALASKA, BLOCK 1, LOT SHARON YORE 400 BORETIDE ROAD INDIAN, AK 99540 '(e OF 44`kk19+ l j: 49m /\ :*. * Steven R. Ra none CE 8149 e/". Date 4/10/2012 Scale NTS P.I.D. NO 90-031-26 PERMIT NO. OSP121044 Sheet 4 OF 4