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HomeMy WebLinkAboutT14N R2W SEC 11 LT 52T14N R2W Sec. 11 Lot 52 #050-262-01 SUBMITTAL NOV 0 6 _J18 Municipality of Anchorage Community Development Department Page 1 of 2 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: OSP131156 PID Number: 050-262-01 New EgiUpgrade Name: PHYLLIS CARLOS ABSORPTION FIELD Address ❑ Deep Trench hallow Trench ❑ Bed 0 Mound 16244 POPPY LANE Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 1.0 GPD/SF 5.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 4.5 Ft. 0.5 Ft. 52 Fill added above original grade Gravel length Township Range Section 0 Ft. 75/75 Ft. 14N 2W 11 Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5.0Ft. Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 750 Ft2 2 10+ Ft. Well 218.0 185.7 N/A N/A 208 TANK 0 Septic 0 S.T.E.P. 0 Holding ❑Other Manufacturer Capacity Surface Water 100+ 100+ N/A I N/A ANCHORAGE TANK 15000a1. Material Number of compartments Lot Line 87.7 61.2 N/A I N/A STEEL 2 NA Foundation 7.5 24.5 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks Pump on level at Pump off level at High water alarm at SYSTEM LAY OUT AND LOCATION APPROVED BY JEFF POET IN THE FIELD in. in. in. Pump make and model Electrical Inspections performed by toPIPE MATERIAL House to tank 3034 Tank ld 3034 drainfield SOUTH FORK CONSTRUCTION Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 97.0ft Inspection5, Location and description dates: 1 10/4/13 2"d_10/4/13 Sd 7/5/14 a'" BOTTOM TRIM AT HOUSE POINT A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date CfG OF ALgcl i Vteven .f�annora- /� . #646/b.,9.,,,- fig. . 8149 �; Approve ti-, 4 Date 4' k Y `�.,�`" i.\\\�`-- --- Inspection Report_1-1-12.doc DESIGN PARAMETERS ` ` ` ` ` PRIMARY SEPTIC SYSTEM `�\`�'�`\`._ �`\ i NO. BEDROOM: 5 (750 gpd) ` ` __ , TANK SIZE: 1500g . - ' ' ' PERC RATE = <1 MPI ` ` ` ` ` SOIL RATING: 1 GPO/SF ' `- 1- -` . ,--t __ __ - - AREA RQD: 750 SF ` ` ' ` " ` ` SYS. TYPE: WIDE TRENCH 0.5' E.D. ` ' ` �` • i MIN LENGTH: 150 LF 1 ,i ,'' \ �`` ' ______m M`, USED: i 1 T. ', 1� / ,,'� ti, ,' i (2EA) 75 LF X 5.0' WIDE, 0.5' E.D., 5.0' TD-' �`-'� ��%'�� ''i WITH 2' SAND FILTER 50' BLM ROW AND ROW RESERVE . , _ -/� N .TOTAL AREA: 750 SF ' -- � i i%�'PPY LANE ` . DRIVEWAY . , I T 1 i I . .- T INSTALLED1500g SEPTIC TANK '. I .' 3 M3,' WITH FC BEFORE, & DCO AND T r -F-- FS AFTER TANK `, f INSTALLED DRAIN FIELD C4 1000. SEPTIC TANK ? , SFD (2EA) 75LF x 5.0'W x 0.5' ED x 5.0' TD W/ 2.0' SAND • M4•.` `� I' ` rr'� DRIVEWAY `. C1 T , . I, . ` • . ' M2 Ir7"":-► D4 . i 1�`�.;``� . `.\ g CO T, FC M 1 1 ` ` T. .. `. A B T2 UNKNOWN HOUSE SIZE FC 10.5 Oh:A\ , 38DR?. _ al • T __ T1 24.7 30.0 _ GARNESS_ _ '' ` ` ` T2 33.9 31.6 JC - `.`� `� \ t os--112- DCO 38.9 34.3 - ` apG�F R�' -H/C,.\ BDR .`` .` ‘i 0/ .41°8 --- FS 39.7 36.1 Y QC) TH SFD `� 1 00 `, ` C1 27.0 57.0 ` -- - - - - (GAR, SS). . '� �\ �� M1 25.4 54.8 r . __ _ _ DRIVEWAY 46 C2 62.4 31.4 I `� �. ABANDON EXISTING M2 66.5 45.2 . `==i I'` ``� `. `. NDOCUMENTED SEPTIC 1 . ` ` `. `. S .TEM PER CODE C3 77.4 59.7 - `� ; ` ` '. _ `:` 2 (AP•'OXIMATE LOCATION M3 77.1 60.7 _ _- C4 45.9 77.5 ` %. DRIVEWAY ` __ \ 84 , ___ - - M4 44.0 75.5 - Z 0; a0 0 0 5 :4. 3 2z Q W 4, §., ry .. ed V 00. V FG. $v $ o FILTERBFABRIC o A 96.0 DRAM ROCK 6'ABOVE PIPE INV 4 u u 3 i•DOM PIPE OG. 4I - /2"R.I. 95.0 TH-T CARNESS 01-2 GARNETS 1 CY 1500 g SEPTIC coNNEcr 0 s'NOW Pert ®06TRIBUTEO 1 ®DISTRIBUTED r • TANK To MIDDLE / I OF EACH DRAIN FIELD , PROFILE 2.0'SNO FILTER 6 , 6 SCALE:MS 90.5 7 "CEO 8 'VEL AND SNO 9 4-7/13/2012 4-7/13/2012 BOH BOH 7/3/2012 7/3/2012 NOTES: PANNONE ENG SVC, LLC �_,,`\``� Dote RECORD DRAWING �OF.4�gl� 11/2/2018 P.O. BOX 100217 ANCHORAGE, AK 99510 �,<Q..• S'�ti,� Scale _ PHONE (907) 272-8218 FAX (907) 272-8211 eg •' ..j.4...." .y + j*: 4° TH I\ '.*9 1"=60' /•••• ill ` •' 0 P.I.D. NO DRAWN: ACP T14N, R2W Sec 11, LOT 52 �. �„ 050--262-01 Steven R. 'Ponnone JOE & PHYLLIS CARLOS / / PERMIT NO. r 1'� CE 8149 . cR� OSP131156 16244 POPPY LANE + c _ PLAN EAGLE RIVER, AK 99577 +lil`,/�?pFES90N=� ~ Sheet 2 �\N��� - - BASIS OF BEARING _ -_`- _ -- NO'05'00"W 685.00'(R) - _ N 0 TE S 8 _ -- - NO'05'00"W 684.29'(M) - _ ® S LOT 51 1. EASEMENTS OF RECORD, OTHER - '---- N89.54'00"W 330.001(R)(C) ::: :;: \: :: :.: ::::: A THAN THOSE SHOWN ON THE 1.7-; V -POPPY LANE C. © RECORDED PLAT, ARE NOT SHOWN 5 PAVED ROAD ' r..:. HEREON. .. ........................... ........... ....... 50' ROADWAY "30.1 '\ .:';;.;;::.i,• :`• e : ,;• RESERVE .:'•'? f•1 •z p •�'•- (PATENT 1154771) s..•. 105.1' .„. © 1-STORY 8 L6.3' '�- '•,: ,O0 HOUSE v /:V/ I , 1 ,.' o LOT LOT s.7'x4.o' ti°� ,°' •�� 5 T14N R2W :' :' 1 D4 ;'': ': **/:2;i SHED S.7' �' 53C 53A I "o SEC 11 LOT 52 SEE DETAIL 1' ; '' I I II s 108,900 S.F. j CONCRETE {� O • R:'.. 2.500 AC. .•,:^:� , PAD • 0- o ,� ..� `'�•• 0E---- v � I I 2-STORY O N I 0 � TRAILER cx 13 4 o,4i �� " 10.0'x10.0' HOUSE N O I 2-STORY •a, • (9.8'x54.0') =' s 5 Q SHED i ,.� Orn I . HOUSE a '�•:;, o\ co — �' M M • :: - \ ® M O 1-STORY < 0 ti• = 3 3 71.8 I `". M '� HOUSE -> C. o �. SEE DETAIL '2 CIS RETAINING ,� '�Q . 1 I I I :t CV �,;�;`• "�� :.; - .,;: 84 ® 0 WALL FOR 11' g O O „,i,...%,'! -v”, - :` 'O BASEMENT `�'� - Z Z \ • . t'; ENTRANCE I �� Q :� :y •••„.. ;.;.•;,..:- O I _k 6. I ;;,"> :...:: �' Z �`L• M_ I _- CARPORT - w I '.. �- ^,..:i;= GRAVEL DRIVEWAY '' %'•; 30 0 60 tet? 2ND FLOOR I W :••. ^,.. (TYP) 1 d r,' 12'x12' O• DECK (TYP) S• ` e; rEr/ � �,r•_`>,". ;,'... GRAPHIC SCALE ATTACHED IX, I :• -- LOT 1" = 60' ADDITION ON .6+\ • CONCRETE �o P'"--.4143.8' :� 53D FOOTINGS L_.. - I • • — — DETAIL 1 DETAIL 2 to 50' ROADWAY RESERVE ?. — • •';;:� SCALE: 1"=30' SCALE: 1"=30' (PATENT 1154771) ,'..; • •`1•N\.\‘\ N89'53'21"W 330.00'(RC) .' TH�'' •'�9 it N89'50'29"W 330.14'(C) / * : 49— /\� * / THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH r, I THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. LOT 62 I LOT 61 THIS MORTGAGE LOCATION (AS-BUILT) SURVEY IS A REPRESENTATION OF THE CONDITIONS THAT LEGEND WERE FOUND AT THE TIME THE LOCATION SURVEY WAS PERFORMED AND DOES NOT CONSTITUTE '1 •�, FRANK R."BELL •: �o/� A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY 1 iJ, Na 3252-S . ,4. " SURVEY MAY DISCLOSE. 'F •• OCt.31,2018 • JQ ® FOUND 3-1/4" BRASS CAP Co SEPTIC TUBE ll1\�9�FFSSION..�P`'�=. IONFORMATION N CONTAINED SHEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, DO OU D REBAR 0 PVC PIPE AN.".`� UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE PREPARER SHALL BE 0 FOUND IRON ROD WOOD POST I HEREBY CERTIFY THAT AN ACCURATE SURVEY LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUC, X NOT FOUND (R) RECORD PER BLM SURVEY OF THE FOLLOWING DESCRIBED PROPERTY; ELECTRIC METER (JANUARY 20, 1954) T14N R2W SEC 11 LOT 52 engineers T14N R2W SEC 11 LT 52 WAS MADE ON OCTOBER 25, 2018 surveyors AS-BUILT SURVEY GAS METER (RC) RECORD COMPUTED PER BLM SURVEYA AND THAT THE IMPROVEMENTS SITUATED (M) MEASURED THEREON ARE WITHIN THE PROPERTY LINES AND UTILITY POLE DO NOT OVERLAP OR ENCROACH ON THE 13PREPARED FOR: LIGHT POLE (C) COMPUTED PROPERTY LYING ADJACENT TO THE PREMISES PHYLLIS CARLOS IN QUESTION AND THAT THERE ARE NO DRAWN BY: VFS FIELD BOOK: —OE— OVERHEAD ELECTRIC ROADWAYS, TRANSMISSION LINES OR OTHER CHECKED BY: WEM FRBA18-03 t)-(1 WATER VALVE VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT O WATER WELL U CHAIN LINK FENCE AS INDICATED HEREON. 801 W. FIREWEED LN. #201 JOB NO.: MOA GRID: 2018-2568 NW 0051 ANCHORAGE, AK 99503 0 WOOD FENCE Fon. DELL n o ASSOCIATES SSOCInTES (907)274-5257 SCALE: AS SHOWN DATE: 10/31/2018 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit 0SP131156 05026201000 Septic 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 Effective Dates: August 02, 2013 to August 02, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: T14N R2W SEC 11 Site Legal Address: T14N R2W SEC 11 LT 52 G:0051 Owner/Address: CARLOS JOE U & PHYLLIS K 16244 POPPY LANE EAGLE RIVER AK 995778025 Site Mailing Address: 16244 POPPY LN, Eagle River Lot Size In Sq Ft: 108900 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank 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: Issued By: Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:flwww.muni.or.qlOnsite Development Services Division On-Site Water and Wastewater Pro,qram Department **** VARIANCE/WAIVER REVIEW **** Waiverg: OSP131209 COSA#:__ PID#: 050-262-01 Legal Description: T14N R2W Sec 11 Lt 52. Engineer: Pannone EnflineerinR Services Permit~: OSP131156 Applicant: Joe and Phyllis Carlos Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted.' Date: [ ~ Name of Reviewe~./ Rec~: 00615G Amount: $200.00 Date Paid: 71151'15 **** VARIANCE/WAIVER REVIEW **** Community Development Department Development Services Division On-Site Water & Wastewater Program IUNICIPALITY OF ANCHORAGE ~ Phone:907-343-7904 Fax:907-343-7997 ON-SITE SEWERM/ELL PERMIT APPLICATION Parcel I.D. 050-262-01 Property owner(s) Joe & Phyllis Carlos Mailing address 16244 Poppy Lane, Eagle River, AK 99577 Day phone Site address 16244 Poppy Lane Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T14N, R2W, Sec 11, Lot 52 Lot Size 108,900 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] 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. ( ignature o7 property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Permit App_;- :. Waiver Fees: Date of Payme.t: Receipt Number: Waiver No. (~P Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve(~panengak.com July 10, 2013 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: T14N, R2W, Sec 11, Lot 52 Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a septic system be issued for this property. The proposed systems will serve a proposed four (4) bedroom house. Currently the lot is developed, but the existing house and any existing septic system encountered will be removed or abandoned per code before the proposed development is started. The existing well will remain. A 1250g septic tank and drain field will be installed. The surrounding developed lots are also served by private wells. There are no wells within 100 feet of this system. 1. Soils. Two test holes were excavated by Garness Engineering Group in May of 2013, and the ground water monitored for seven days. Water was not encountered in the test hole 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 i gallons/day/square feet should be used for a conventional wastewater system with a 2' sand filter. o 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 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 northeast to southwest at approximately 20% - 25% in the area of the proposed drain field, with a slope of approximately 28% immediately downhill of the proposed system. See waiver request. 5. Waiver Request: The ground below the proposed drain field slopes to the southwest at Mai~[ng: P.O~ Box 100217, Anchorage~ AK 99510~0217 Physkah 332 East Manor'~ Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: {907) 272-8211 Page 2 of 2 approximately 28%. The drain field will be installed to a depth where a 4:1 infiltration line beginning 2' above the top of the distribution pipe on the downhill side of the trench will not daylight within 41' of the trench (see section on sheet 2 of 3). The soil on this lot has a percolation rate faster than i minute per inch and it is not likely that the effluent will travel anywhere near 4 feet horizontally for every foot it travels vertically and therefore will not daylight on this slope. I request a waiver of the minimum distance to this slope. Granting this waiver will not affect the health or safety of this lot or any surrounding lot now or in the future. 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 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, ~.~ Steven R. Pannone Steven R. Pannone, P.E. Owner/Civil Engineer Attachments -Soils Log -Septic System Design M;dt[ng: P,O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor' Ave, Anchorage, AK 99501 Telephone: (907) 272-82~8 FAX: (907) 272-821i 'Al 4: POPPY LANE 50' BLIA ROW' AND ROW RESERVE DRAIN FIELD(P) (2EA) 75LF x 5'W x 05ED x 5.O'TD WITH 2' SAND 1500g SEPTIC TANK (P) INSTALL DCO AND FS WELL (E) TH-1 (GARNESS) FS 165.2 5 BR, > HOUSE �P) 2 '(TO EAGLE RIVER) (GAR SS)" Ld K� W�w ABANDON EXISTING V) 'RESERVE DRAIN FIELD(P) UNDOCUMENTED SEPTIC 25LF x 5'W x 0.5'ED x 5.O'TD SYSTEM PER CODE Lo WITH 2' SAND (APPROXIMATELOCATION) (BASED ON CAT 111) . ----- ----- 25 41 PAMONE ENGSVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211Scale ........,. q 10/2/2013Date OF AL. *.-149 T—H . .......... % .. ...... _D50-262-01 e even R. PERMIT CE 8149 CHANGE ORDERNOTES: 1„=50' T1 4N, R2W Sec 11, LOT 52 JOE & PHYLLIS CARLOS 16244 POPPY LANE EAGLE RIVER, AK 99577 NO. OSP131156 PLAN Sheet SS 1 OF 3 SPECIAL PROVISIONS TO SPECIFICATIONS cc _& I 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, 3. SCOPE OF WORK: INSTALL 1500g SEPTIC TANK AND DRAIN FILED. 4. GROUNDWATER WAS NOT ENCOUNTERED AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. FILTER FABRIC 4" 0 DRAIN PIPE DRAIN ROCK 6" 41 INFILTRATION TH-2 ABOVE PIPE INV UNE (GARNESS) 4.5 2.0 s y, DRAIN ROCK .5 GP/ GM FILTER SAND 6.0 I =41.0— :1 1NLINE 5.0 F-41 0 5.0 WATER ®11.0 SLOPE (E) 7/1/2013 _14.5 23� SECTION w o� m Q 0 0 0 o c_ FILTER FABRIC F r m 3a z o 4" 0 DRAIN PIPE a z `J-' cJi o 0 4 o DRAIN ROCK 6" ABOVE PIPE INV 0 U U E U 4.0 MIN 15009 SEPTIC TANK _ (P) a- ..u::3{ x i r �'�;�tss"';;i s., 'thA-� a ;,s DRAIN ROCK FILTER SAND PROFILE ABBREVIATIONS CU COPPER DESIGN PARAMETERS DIP DUCTILE IRON PIPE PRIMARY SEPTIC SYSTEM TH TEST HOLE LEGEND NO. BEDROOM: 5 (750 gpd) FC FOUNDATION CLEAN OUT —w—w— WATER LINE/ TANK SIZE: 1500g T# TANK CLEAN OUT NO. PERC RATE = <1 MPI WELL RADIUS SOIL RATING: 1 GPD/SF C# CLEAN OUT N0. AREA ROD: 750 SF M# MONITOR TUBE NO. ss NEW SEPTIC SYS. TYPE: WIDE TRENCH 0.5' E.D. R. 1. RIGID INSULATION MIN LENGTH: 150 LF DCO DOUBLE CLEAN OUT DV DIVERTER VALVE USE: FS FLOW SPLITTER (2EA) 75 LF X 5.0' WIDE, 0.5' E.D., 5.0' TO BFG BELOW FINISH GRADE WITH 2' SAND FILTER OG ORIGINAL GRADE TOTAL AREA: 750 SF FG FINISH GRADE 7� �LLC TS&V TOPSOIL & VEGETATE NOTES: PAMONE ENG SVC, -�'o 1a�vk l Date 013 CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510 S C�• QS 1, PHONE (907) 272-8218 FAX (907) 272-8211 PHONE TH �y*�'I scale Nis ... ... . ... . ... P.I.D. NO T14N, R2W Sec 11, LOT 52 050-262-01 JOE & PHYLLIS CARLOSS'te've'n'2. onnoae PERMIT NO. PF.•, CE 8149 �� OSP131156 16244 POPPY LANE ����`z�,, DESIGN DETAILS EAGLE RIVER, AK 99577 ''l`� ......` � Sheet 3 \\ SS ADVANTEX DESIGN - RESERVE SYSTEM (2EA) ADVANTEX AX20 PODS 4" JIM CAP 4° PUMP—OUT SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION DESIGN PARAMETERS 24" INSULATED RESERVE SEPTIC SYSTEM NO. BEDROOM: 5 (750 gpd) TANK SIZE:2000g S.T.E.P. W/ (2EA) AX20 PODS PERC RATE = <1 MPI SOIL RATING: 6 GPD/SF AREA ROD: 125 SF SYS. TYPE: WIDE TRENCH 0.5' E.D. MIN LENGTH: 25 LF USE: 25 LF X 5.0' WIDE, 0.5' E.D., 5.0' TD WITH 2' SAND FILTER TOTAL AREA: 125 SF PASSIVE AIR VENT. 1OGA aW& ANCHORAGE TANK NOTES: PL'11�I1VONE ING SVC, LLC . SOF-) Date CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510 ,? ..•• 9s11, 9/30/20 PHONE (907) 272-8218 FAX (907) 272-8211 co TH -y*0, scaNTs �....>. •,d P.I.D. NO TI 4N, R2W Sec 11, LOT 52 JOE & PHYLLIS CARLOS 16244 POPPY LANE SITE SECTION EAGLE RIVER, AK 99577 Steven RR.7oi i PF. CE 8149 PERMIT NO. OSP131156 3 O 3 bXRNESS ENGINEERING GROUP, Ltd. LEGAL DESCRIPTION' PERFORMED FOR JOE CARLOS DATE: / / ~,,. .. ...' DEPTH (feet) FILL (GM) ITEST HOLE #1I 1 -- DISTURBED 2 -- SOIL CLASSIFICATIONS ~ GW ~ OR6 ~:- ~ GP [T'F[TT'F i'lL i ~ GM CL GC OL 4- , o , :H ~ sw 5-- ~ SP CH s~ ON SEE ATTACHED SITE PLAN 6 -- ':" :' SC i DEPTH TO DATE 7 --i! GROUNDWATER ~-:~:', GP TO G~VI 13.5' 7/3/2012 12.5' 7/5/2012 9-- 7/15/2012 12.5' 10 -- ~.::, 11 --:~': ': DATE READING CLOCK NET TIME WATER LEVEL NET DROP ~,:, TINE (MINUTES) READING (INCHES) 12 -- ~': ;:, 7/5/2012 1 - 6,. _ 2 - <5 MIN. 0" ,.: 3 - 6- _ 15-- 4 - <5 MIN. 0" 6" 14 -- ~' . 5 - 6" _ 6 - <5 MIN. 0" 6" 15-- 7 - 6" - B,O.H, 8 - <5 MIN. O" 6" 16-- 9 - 6" _ 17-- 10 - <5 MIN. 0" 6" 11 - 6" - 18-- 12 - <5 MIN. 0" 6" PERCOLATION RATE *<1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19- TEST RUN BETWEEN 4 FT. AND 5 FT. 20 -- -- A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMHENTS: *REQUIRES THE USE OF A 2 FOOT MOA APPAROVED SANB FILTER BELOW BRAINROCK. PERFORMED BY OEO, Ltd. I, JEFFREY A. OARNESS, CERTIFY THAT THIS WAS I~ERF~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER 13.5' 7/3/2012 12.5' 7/5/2012 12.5' 7/15/2012 ................... ~ 1 ¢1. / .." DEPTH IT%rTTi- (feet) FILL(OH) ITEST HOLE #2I i DISTURBED SOIL CLASSIFICATIONS  GM CL GC OL i o o~ SW NH ~ SP CH sM SEE ATTACHED SITE PLAN OH SC DEPTH TO DATE GROUNDWATER GP TO GM SEEPS @ 11' 7/5/2012 11.5' 7/5/2012 11.5' 7/13/2012 10 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP Tilde (MINUTES) READINO (INCHES) 12 7/5/2012 1 - 6,' _ 2 <5 MIN. 0" 6" 15 3 - 6" - 4 <5 MIN. 0" 6" 14 5 - _ 6" - 6 - <5 MIN. O' 6" 15 ' 6" 8 - <5 MIN. 0" 6" 16-~-- 9 - - 6" _ 17~ 10 - <5 MIN. 0" 11 - - 6,' _ 18 12 - <5 MIN. 0" 6" PERCOLATION PATE *<1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUP HOUR PRESOAK WAS PERFORMED: [] YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COHldENTS: "REQUIRES THE USE OF A 2 FOOT MOA APPAROVED SAND FILTER BELOW DRAINROCK. PERFORMED BY OEO, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W_~A~, PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER SEEPS @ 11' 7/3/2012 11.5' 7/5/2012 11.5' 7/15/2012