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HomeMy WebLinkAboutTHOMAS L BOYLE BLK 1 LT 13BThomas L. Boyle Block Lot 0 13B #015-283-04 Municipality of Anchorage On-Site Water and Wastewater Section ° (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181288 PID Number: 015-283-04 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name James & Carolyn Crouch ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 11740 Wagner St. Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 345-2868 3 3.0 GPD/SF 1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 0.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Thomas L. Boyle 1 13B Fill added above original grade 2.3 Ft. Gravel length 30 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer. Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 150 Ft2 1 Ft. Well >50' >50' N/A N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding limil Other Manufacturer Orenco/Advantex (FAP) Capacity 1,500 Gal. Surface Water >50' >50' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/A NA Fiberglass 2 Foundation >1 0, >10' N/A N/A LIFT STATION Manufacturer Capacity Remarks Trench is insulated. All inspections done on same day. Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank D3034Tank to D3034 drainfield Installer Sanders & Sanders Drainfield D3034 CO/MTD3034 Inspector J. Mlllette . BENCH MARK (Assumed elevation) 100 ft Inspection151 9112/18 Location and description nd Garage slab 3'° 4th ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp ®�'e2* OF ° Conditional Approval: Date®�P,°.°°°' ° °49th ....° .. .......................... .............. �n MICHAEL E. ANDERSON AV No. CE-4381 ,: Z g� TF'°°°.°° Septic System° °(1� �l Approved`� Date 1 �Ua 1/30/20 ,°°•°'`�S47 Note: does 4r%pR0®�®���®��� this approval not include well permit requirements. tKev ublu2iit5) s( A o CD > r C" I LOT 13A �a> R� cl � � b 'e N s G N o A ClI N89"59'00"E 299.82' (300.00' R) 30' I 30' 8cn UQ .0' N IIx y o ro P -4I 19.5' --- u' o a � 14 o . �_ p• cdo A O y x CONNEX i. � '+ 0 N$ (➢ , 6 W C C/1 O Z I O D Z 0 Q Z n O Q Nx cu S5 n fes` >_ -• o ma, F w O O I 28.0' d O • KD v p o C17 p 26.0' o z C33 SII D z m Q O '� •' ' O N () N R7 /tea x : ,�, •�,� 1 � bd o X o � � � � � � i� r Q0 lot m 00 tz c ,I�r CDs: h% O -)l rl 26.0' a d / O J I • O CA 00 I o � .r 0 f• t 77.1' w ,v R°' Ll�� i S89°54'23"E 300. 15' -Q y a r'° (N89°59'00"E 300.00' R) ...r N P, 7 to 4 m y LOT 12A * w c QDr l MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program p0Box 1S665 4700Elmore Road Anchorage, Alaska 9Ss19-5VsO Phone: (987)343-78V4 Fax: (SBr)343-789r PermitNumber OSP181288 Work Type: Septic Upgrade Tax Code Number: 01528304000 Site Legal Address: THOMAS LBOYLEBLK 1 L 13B G:2734 Site Mailing Address: 1174OWAGNER ST, Anchorage Owner: CROUCH JAMES M&CAR{)LYNR Design Engineer: FORGE ENGINEERING This permit is for the construction of: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 8/27/2O18 8/27/2O19 Z Disposal Field 2 Septic Tank [] Holding Tank [] Privy [_1 Private Well [1Water Storage All construction shall heinaccordance 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 (18AAC8O) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.O5.Provide notification bycalling (SU7)343-7QO4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: e. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing 4 / / U ii 1 Z W�V1 ' KJ--`��e |'�� ` -L 0,-\��/J�)-�S. Received Date: Issued By:DataU 3 MUNICIPALITY OF ANCHORAGE Community Development Department y Phone: 90 •0477 Development Services Division Fax: %I • 43- •' On-Site Water & Wastewater Program ti ; ON-SITE SEWER/WELL PERMIT APPLICATION a AUG 2 9. 201a ti Parcel I.D. 015-283-04 �z c'(; II 6 9 L Property owner(s) James & Carolyn Crouch Day phone 345-28•. Mailing address 11740 Wagner Anchorage, AK 99516 Site address Same Legal description (Sub'd., Block & Lot) Thomas L. Boyle, Block 1, Lot 13B Legal description (Township, Range & Section) Lot Size 49,500 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (El all that apply) Absorption Field X Initial Single Family (SF) X (w/wo ADU) Septic Tank X Upgrade lXI Duplex (D) ❑ Holding Tank ❑ Renewal n Multiple Dwellings Privy I I (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. (Signature of property owner or authorized agent) Permit/Rush Fees: '2/0-4/1Waiver Fees: Date of Payment: 51 9 Date of Payment: Receipt Number: OURO�olZD�p Receipt Number: Permit No. C)5 Pt D/d B 0 Waiver No. Permit App :-:• I`u �,) GE ENGINEER I N G PO BOX 240773 ANCHORAGE,AK 99524 522-7773 677-7766(FAX) August 26, 2018 Municipality of Anchorage Development Services Dept- On-Site Water& Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Thomas L. Boyle,Block 1, Lot 13B— 11740 Wagner Septic System Design and Permit Application Dear On-Site Services Engineer: The septic system on the subject lot has failed and must be replaced. The attached site plan identifies the location of the house and the proposed and existing well and septic location. No conflicts exist between this proposed system and any other well or septic system whether on this or adjacent lots. The ground surface on the lot slopes toward the southwest at a grade approximating 10% and down slope from the site. There are no slopes greater than 25% within 50 feet down slope of the proposed site. Ground surface contours and drainage arrows are shown on the site plan showing the grade and direction of flow. Storm water drainage will not impact this septic system. The new absorption trenches will be constructed parallel to the slope as much as possible. The new system will be a minimum of 100' from private wells and surface water and more than 5' away from the septic tank. Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this design is followed,there will be no adverse impacts to adjacent properties. Sincerely, - OF 4 `k ecoMichael E. Anderson,PE %*: 49 TH tr1S—d—a-e, � '. Michael E.Anderson : / ����c�srF9•. 8 26/18 .•;le•' 4381-E • / lk FoPROFESS\0 ....� THOMAS L. BOYLE, BLOCK 1 ,LOT ! 1 I1 r S I T 13A( r / I �\\ S D S - -fid- I i CONEX ` t 1 GARAGE l 1 l 1 1 �1 I. -L. THREE BE' ROO HOM \� 1 a. M 1 tJH co ! 1t \ I 11E OF 3:1� �� IIL SLOPE e I 0 � S Tki EXISTING t I 1 SEPTIc�ANK n 5' c EXISTING 3D' L1Osfv x VIIDE x .o 1 FkECTIVE DEPTH ` 1,500 GALLON AL VANTEX rn WELL ` I ABSI�TION TRENCH � , 'TANTS W/ AX -20 POq AND — — iii PYMP VAULT 1 \ f jl NOTE: S DECOMMISSION EXISTING SEPTIC TANK IN ACCORDANCE WITH, MOA I ( CODE. REMOVE PIPES & ABANDON EXISTING ABSORPTION TRENCH IN PLACE. / `I LOT 12A II 1 I I I1 I ( ( I1 I I I R GE EXISTING WELL I { I NOTE: ! i� NO SLOPES >25% WITHIN '50' OR SURFACE WATER WITHIN 1DMI00' OF THE LEGEND PROPOSED SEPTIC SYSTEM `�; CO - CLEANOUT AWV. ` ;11;` i ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2C0 -DOUBLE CLEANOUT PROPERTY ARE SHOWN, NO CONFLICTS WITH WELLS OR SEPTIC FCO -FOUNDATION CLEANOUT "`a.....•. SYSTEMS. MH - MANHOLE Me MT - MONITORING TUBE ,'.Michael E. Anderson 43 _ �� 0 50 ..100 8 1 E FEET PV - PUMP VAULT TH - TEST HOLE FaQFESSIfl�IP : 1"=50' I CONTOUR INTERVAL - 5' THOMAS L. BOYLE, BLOCK 1, LOT 13B DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 16-30 MIN/IN 1,500 GALLON ADVANTEX TANK W1 AX -20 APPLICATION RATE: 3 GPD/SF POD & PUMP VAULT 450 GPD / 3 GPD/SF / 5' WIDE * 1.0 RED. FACTOR = 30 LF TRENCH REQUIRED (30 LF SPECIFIED) BOTTOM OF TRENCH: 1' BELOW GRADE FLOW LINE ELEVATION: .5'BELOW GRADE TOP OF TRENCH: 2.0' -ABOVE GRADE .9 3 71 1.25" PERFORATED PVC (HOLES DOWN). 30 - 3/16" HOLES PER LATERAL AT 1' SPACING �`ENGINcF.R.ING TYPICAL WIDE TRENCH SECTION (NO SCALE) NOTES: 1 GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' Michael E. Anderson WITH 2" OF INSULATION 4831-E 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION, IF LEVEL IS HIGHER F©pROrESStO�+��'. THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY MUNICIPALITY OF ANCHORAGE ,�,dG OF!�4q 1l DEVELOPMENT SERVICES DEPARTMENT ��c44'.v.• �I, •. ib 4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 0*:'9TM i\ ••*Y SOILS LOG AND PERCOLATION TEST •. Michael E.Anderson LEGAL DESCRIPTION: THOMAS L BOYLE BI LI3B 1A�FpPROFESS.\00\. PERFORMED FOR: JIM CROUCH `�������,~ DATE: 8/01/18 PROJECT No.. Professional Engineers Stamp: PARCEL ID#: 015-283-04 TECHNICIAN: J. MILLETTE DEPTH TEST HOLE 1 (feet) 1' OB SLOPE SITE PLAN 2 -�•:,:.� ., ,r t, 3 ..4• ,:� 4 :.'fir`.-=:.", SILTY SANDY GRAVEL 5 �':`;- GM SEE SITE PLAN l 7 :',:-.•••:.':* •.''' z 8 9 - FINE SAND 1 O SM/ML WAS GROUND WATER ENCOUNTERED? YF S IF YES @ WHAT DEPTH? 7' DEPTH OF WATER AFTER MONITORING: 6' 11 DATE OF MONITORING: 8/08/18 12 - DEPTH TO 13 ; '; DATE READING GROSS TIME NET TIME WATER NET DROP (MINUTES) (MINUTES) (INCHES) (INCHES) 14 8/01 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 1 13:43 5 s 16 _ 2 14:13 30 7$ 1e 17 3 14:14 5 e 4 14:44 30 78 18 18 5 14:45 5 e 19 6 15:15 30 716 1 is 20 PERCOLATION RATE:15.5 (MIN/INCH) PERC.HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. COMMENTS: MUNICIPALITY OF ANCHORAGE r~'� Aq;kki DEVELOPMENT SERVICES DEPARTMENT — ...lb; 4700 �\ •�*#II 4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 .,y2c �,,,�/�_ SOILS LOG AND PERCOLATION TEST ��l '. Michael E.Anderson : ��1;���f4-.15.483E,• ; �/ LEGAL DESCRIPTION: THOMAS L BOYLE BI L 13 B 1�\F_pROFESSioNP`r PERFORMED FOR: JIM CROUCH ���N����` DATE: 8/01/18 PROJECT No.: Professional Engineers Stamp: PARCEL ID#: 015-283-04 TECHNICIAN: J. M ILLETTE DEPTH PERC TEST 2 (feet) 1 SLOPE SITE PLAN 2 3 4 5 SEE SITE PLAN 6 7 8 9 10 WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? - 1 I DEPTH OF WATER AFTER MONITORING: - DATE OF MONITORING: 12 GROSS TIME NET TIME DEPTH TO ,NET DROP 13 DATE READING (MINUTES) (MINUTES) WATER (INCHES) INCHES) 14 8/01 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 1 14:35 56 16 2 15:05 30 616 I 17 3 15:06 516 4 15:36 30 6 a 1 18 5 15:37 5,6 19 6 16:07 30 6.6 1 20 PERCOLATION RATE: 30 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. COMMENTS: PERCOLATION TEST ONLY. O 'rr 1' 1.w. ro WAGNER STREET .:l} o N00°14'06"W 165.35' (N00'06'00"W 165.00' R) a o ® WELL nNN GRAVEL D/W lY CONC {ll DECK I 53.7' g 11.6' CONC-E 62.0' o SHED MI c EXISTING o .. o N HOUSE N 2 M to - ..✓ 62.0' 54.0' ,— O CANT p O DECK O O PO O DO DO • ' K)25. • CONC ' �7.8 � O SHED cV < GARAGE w C\2 CO cv 34 24.0' H H 0 • SEPTIC 0 VENT W (t)p) : L1J .I.-L/ 79' N O L' ":1- O o 1n L' I C) �' a LOT 13B o m BLK 1 z -0/.. .A. 0/n--0^4,„_„ ,,,,,,„ - ,/H 0 0/F+---- _0, 0,41 0,41 *-o/ii 0/U o/l+ 0/11 N00'07'14"W 164.78' (N00'06'00"W 165.00' R) ANCHORAGE RECORDING DISTRICT,ALASKA AS-BUILT OF: 0 =FND 5/8"REBAR WI YPC THOMAS L BOYLE SUBDIVISION LOT 13B BLOCK I PLAT P-244B 4.6`."� SURVEY CERTIFICATE:I,John L.Schuller,Have conducted a r`� F 1Q��i UQ LA1D S�R�`t,� physical survey of this property as shown on this drawing and that the /// �`S . ''• rQ�i'� 47 �ti0 (1)k..., .f, improvements situated hereon are within the property lines and no A,,v.. ' ( enchroachments exist other than noted.Under no circumstance should 0*. 49TH i\ ,+/ . '0'. any information on this drawing be used for construction of fences, 0' structures,improvements,or for establishing boundary lines. ' x r EXCLUSION NOTES:It is the owners responsibility to determine l -n . i-t! , cv ‘.1(6_ L. 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S�7!oSai gy �7�•`""1 tA,�11 ( .L3IdLslc IVIOIQfucrdjILL 'ss ( V)ISV'IV d0 9,LV.LS (=wu lulld) �+fVJ� •,d 4 IOJb' :aleQ (olnlau8!s) 6g 8/oz/6o/o/ A ' k, x � N" C) T A R Y I � 1 % X7W, ", 24CM -Al S KA w 19 Cps`] €€t affie S`ei '4e 3 f` 'R ANCHORAGE AREA BORC �H GREA Department of Environmental Quality =' 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME T�0 MAILING ADDRESS Hu gyp. H � � PHONE:�zz/(i- S4 7R LOCATION LEGAL DESCRIPTION—aC'lIc f3/K lo'f 13R SEPTIC TANK: DISTANCE NUMBER OF FROM WELL ^ MANUFACTURER 594521- MATERIAL fr—n.14}S_COMPARTMENTS _L_ INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH r LIQUID CAPACITYtOoO GALLONS. _Dee.{ J"V&L, D: Q / DISTANCE FROM WELL FOUNDATION_ '-NEAREST LOT LINE �s TOTAL LENGTH OF LINES _ �a / NUMBER OF LINES.- I DISTANCE BETWEEN LINES TRENCH WIDTH3t'o IN. TOTAL EFFECTIVE ABSORPTION AREA (0 to SQ. FT. LENGTH OF EACH LINE I DEPTH OF FILTER / DEPTH: TOP OF TILE TO FINISH GRADE IVY MATERIAL BENEATH TILE IIA. ABOVE TILE IN. WELL: TYPE I ly eA o. CONSTRUCTION cue r ` DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION , LOT LINE , SEWER LINE , TANK , SYSTEM CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS _ DISTANCES: 0 IL /ok Iikfec DIAGRAM OF SYSTEM INSTALLED BY: Cif Ca C'Pr I_CCCL%14{'IN4 SEWER LINE DEPTH: ` PIPE MATERIAL: Ir'd - Jtiy _l- l4S�- ilroh LOT SLOPE:�tN% REMARKS: Form EQ -032 i too yq, (rawo4 _( �DATE.Lzr PPROVED T \• Ca f __�' G.A.A.B. i wt .0 NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION GRE. �R ANCHORAGE AREA BOF '�IJGH 6/, DEPARTMENT OF ENVIRONMENTAL QUALITY PE MIT0. 1370 "C" STREET ANCHORAGE, ALASKA 99501 TELEPHONE 274.4591 SEWAGE DISPOSAL SYSTEMA APPLICATION AND PERMIT,_; INSTALLATION OF: SEPTIC TANK .MAILING ADDRESS SEEPAGE PIT 0 TYPE AND SIZE OF FACILITY TO BE SERVED / 1 _ bZ FINANCED THROUGH J� '�7 �7 TO BE INSTALLED BY so1L TEST RE5VLT8 `� NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED. FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENV IRONMENTAL'OUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /coo I TYPE SEEPAGE R MINIMUM DISTANCES, REQUIREMENTS / FOUNDATION TO SEPTIC TANK 57 FOUNDATION TO SEEPAGE PIT - []�(y�/DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL ' r' SEPTIC TANK ' SEEPAGE PIT DRAIN FIELD -� TO NEAREST LOT LINE. WELL TO SEPTIC TANK ✓"" ,SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK `- SEEPAGE PIT , DRAIN FIELD SEPTIC TANK, SEEPAGE PIT / DRAIN FIELD �IV TO RIVER, LAKE, STREAM. I .. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 7 4 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER aTYPE `� ' I^OC.c W&GueP- ST :- DIAGRAM OF SYSTEM (` ■■■■■■■■■tm�■■■ ■■■u■■ ■■■ is _■ ■■■■■■■�■■■ ■ ■■�■■�■®�■■ ■�■■ No ■■■■■ ■�■■mommm ■■■i■E MME ME MENE 11 NEON No ME maimm ■■ �■■■■l ■uME No ■Y■■�''i�i ii u■■ ��■ ■ ■ MCS.M..:.-. - - _■ �...■ .■ ON ■■■■■■■■ 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANC NO. 2B•68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. 2 5/ DATE �✓ ` 7 APPLICANT'S SIGNATURE FORM NO. CO -016 ret c c I e r Tom Wells Le�,a1 ;�eactirt:Qn: Lct13Bl:ci. 1tLc..•.:'.,r,o•_ _Boyle /./ a� This f :e Report& a: Soli LoF—�XX_ _ _ : e: ca..nii :aat _ Fey•h Feet 1 SGiL CFL'vn^L?tt[C-,II� LGCATLr'N 5%,F.Ml UOR,The sediments were very I loose with a high water con- tent. There were some cl, �4--L ��--t� ~f t — r 1 and silt bodies present but these were of minor T--3, importance. Sp l�C V-1; , Wan Ground Water Encount••red? It 7cs, At What Depth? NO is •flat. T.'ADING DAIE GF]SS hi> v- UT TL?E bLiTF'. -- Fr P cd Jnst,liaticr?—.�,ye Fit _ Dra:- F,••.:;�___ ' L•_r::. of Inlet y •,2th Te P.: :cam Pit +1: T:tncl6 ft cGt^[E::: Spat Tevt Prrivczed 8'r _ Percco Cato CP rr (I I„a 4... 3�W-132-8 34'f-onra 1: : e 10 JulY 75 .- _-- i T--3, -- Fr P cd Jnst,liaticr?—.�,ye Fit _ Dra:- F,••.:;�___ ' L•_r::. of Inlet y •,2th Te P.: :cam Pit +1: T:tncl6 ft cGt^[E::: Spat Tevt Prrivczed 8'r _ Percco Cato CP rr (I I„a 4... 3�W-132-8 34'f-onra 1: : e 10 JulY 75 .- _-- i S �G �t