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Home My WebLink AboutT15N R1E SEC 1 NW4SE4SE4Onsite File PIE Sec T, T15N Y r Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151301 (House) PID Number: 05708104000 Dwelling:■❑ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: 0 New ❑ Upgrade Name: David VanOrd ABSORPTION FIELD 0 Deep Trench E] Shallow Trench [:]Bed El Mound Address 37350 Eklutna Lake Rd., Eklutna, AK El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4' ****1.0 GPD/SF 8.6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.6 Ft. Gravel depth beneath pipe 6.0 Subdivision Block Lot Ft. Fill added above original grade Gravel length Township Range Section T1 5N, R1 E, SEC 1, NW4SE4SE4 3.1 Ft. 50 Ft. Gravel width 3 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Fe 1 N/A Ft. Well 100+fi 100+ft NA NA 25+ft TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Fairbanks Preeasters Capacity 1 1,500 Gal. Surface Water 100+fi 100+ft NA NA Material Number of compartments Lot Line 10+ft 10+ft NA NA Concrete 2 NA Foundation 5+ft 10+ft NA NA LIFT STATION Manufacturer Capacity Curtain Drain NA NA N/A Gal. Remarks *None known to exist. **D3034 Pump on level at Pump off level at High water alarm at ***D3034 ****sieve test by Dowl, see in. in. in. design sheet Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank ** Tank to ** drainfield David VanOrd Drainfield *** CO/MT ** *** Inspector Fred Kenley BENCH MARK (Assumed elevation) 102 ft Inspectes: �tion�` 10/17/14 10/18/14 Location and description Zed aro 4`h Nail in birch tree marked with ribbon & paint. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp F j 4 Conditional Approval: Date _ ;� . 1; �.... ... .... ....r, , ...... .I..... l�� Doug T. Kenley ' ; Approved Date Zo Incnarfi P.—f 0_1_17.1.,.. VERTICAL DA.TUm, IS NAIL IN BIRCH TREE EL= 102' PROPERTY LINE ALTERNATE LEACH FIELD SITE TEST HOLE #2 --_ OO t 1,0Q0, CALLON CONCRE�E TANK � V''W x 6'ED x 50' LONG LEACH FIELD i I FUTURE WELL I �08 � FUTURE f 4—BEDROOM HOUSE / 54.2 SW NG TIES (TO BE PROVIDED AFTER HOME CONSTRUCTION) m End of Pipe (No CO) (PJ I TCO -1 (Tank Clean Out) CD TCO -2 (Tank Cleon Out) 0 DBL—WYE Ci' CO -1 -- 6- MT -1 ---- Q WELL — — SONG TIES (IN FEET) NOTES: 1. SWING TIES WERE TAKEN IN THE FIELD AFTER COMPLETE INSTALLATION OF THE TANK AND LEACH FIELD, 2. A FOUNDATION CLEANOUT WAS NOT INSTALLED PENDING CONSTRUCTION OF THE HOUSE WHICH HAS NOT BEEN BUILT AS OF OCTOBER 2021. DOUGLAS T. KENLEY, P.E. Civil Engineer I �4SBUILT 9606E.Nonhstar Ckele • Palmer, Alaska 99615 • (907(746.1073 cu_n7 David VanOrd LEL T i 5N, RIE. NW4, SE4, SE4 ADDRESS: 37350 Eklutna Rood, Eklutno, A:K a0'J.DER: 7 PERMIT Huu;ER: O5.—Obi-04 OSP 151301 °47E' 08/ 16/23 1CHECKED: DTK c>-' FK SCXE: 1 _ 60, -oe t: Nece: 12105 1 SHEET 1 of 3 OF At.4 k 49 TH Douglas t. Kenley q . CE -8176 l Am, �� F� PROFESSION �.� CO -1 & CO -2 m BACKFILL 2" BLUE BOARD INSULATION FILTER FABRIC FROM SEPTIC TANK INVEST ELEV. 98.2 4" DIA. PERFORATED PIPE LAID LEVEL SIDEWALL OF TRENCH 1/2" — 2-1/2" DIA. — SEWER ROCK INVERT ELEV. 92.2' FINISH GRADE (G/L) 103.9 ORIGINAL GRADE 100.8' GROUND WATER EL' @ 9/4/12 NONE GROUND WATER EL' @ 7/20/14 NONE RELATIVE BOTTOM OF TEST HOLE #1 83.6' DOUGLAS T. KENLEY, P.E. Civil Enylnsor usos E NatlmLrgtdo . rdmer,, onau (oon us.,ora 'L"""Doyid VonOrd ''"'' T15N, R1 E, NW4, SE4, SE4 'NORM: P,i.o. NUMBER: PEI 37350 Eklutna Road, Eklutna, AK 057-081-04 RdTL 10/10/22 cNECKEa DTK °U""` FK 5f E NTS JOB NUMBER: 17101 Ago, 49 TH ASBUILT Dougle enley �F� CE -8176 40 F •+.e .la. z ��,��® Wry NUMBER. 1FiPROFESSI*\�� SHEET 3 of 3 FOUNDATION CO FINAL GRADE 1 oG/L) - FROM RESIDENCE INLET BOT.=98.8' INVERT.=94.9 BOT.=94.7' - TCO -1 ORIGINAL GRADE (G L 100.75 (APPROXIMA E Y) 2" INSULATION OVER TANK TOP OF— LID.=99.7' SEAL ADDITIONAL SUPPORT 2° BELOW C/L WATER LEVEL DOUGLAS T. KENLEY, P.E. Civil Engineer ASBUILT NO E NotftW code . Pelmet, AhW. 90M • (907) 746.7073 `UM. David VanOrd T15N, RIE, NW4, SE4, SE4 ADDRESS: 37350 Eklutna Road, Eklutna, AK R.I.O. NUMBER -057-081-0 `E' DAIS: 10/10/221 `NECKED: DTK I 0`u FK " NTS d01 NUN9ER, 14101 'OSP151301 SHEET 2 of 3 DBL-WiE —TO LEACH FIELD OUTLET BOT.=98.6' 49 TH ..: Doug Kenley �F� CE -8176 ��•�� 2NON PROFESSI�N�`��'� 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: OSP151301 Tax Code Number: 05708104000 Work Type: Septic Upgrade Permit Effective Dates: September 04, 2015 to September 03, 2016 Design Engineer: DOUGLAS T KENLEY Subdivision: T15N RIE SEC 1 Site Legal Address: T15N R1 E SEC 1 NW4SE4SE4 G:1411 Owner/Address: VANORD DAVID & DONNA PO BOX 143233 ANCHORAGE AK 995143233 Site Mailing Address: 37350 EKLUTNA LAKE RD, Chugiak Lot Size in Sq Ft: 435600 Total Bedrooms: 4 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. Special Provisions: The permit drawings are not scaling accurately, but are sufficient given the large lot size. The engineer's asbuilt drawings submitted with the final inspection report shall be accurate and scalable. Received By: �P�� _ Date: 9/ /� Issued By: �0 � � Date: MUNICIPALITY OF ANCHORAGE . I Development Department \� Community D "�� \_ Development Services Division On -Site Water & Wastewater Program NeutiE A>?E.} ON-SITESEWERANELL PERMIT APPLICATION Parcel I.D. 05 t - Of31- O Li Property owner(s) I/Ah g l -D bAUt p Mailing address I R 8 l O 1 TTF& .TIZE0..7- i G F AL q'i Sc`f Site address Al -350 EK-LUTNA LA LE PADA t) Cjt-catAi. i4(L Legal description (Sub'd., Block & Lot) T' t S N i E. SE -c, t, N vU 4/ S i✓ H S G t I Legal description (Township, Range & Section) Lot Size 1133 (n 01. Sq. Ft. Number of Bedrooms �t 1 X: S J AUG 282015 68 i X13 �itLf Day phone ' (-5(8{, APPLICATION IS FOR: (EI all that apply) Absorption Field g Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial Upgrade Renewal 9 9 TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) 0 Multiple Dwellings (SF and/or D) 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. a?G J2z (Signature of property owner or authorized agent) Permit/Rush Fees: 60 - Waiver Fees: Date of Payment: 7)/a$ f I5 Date of Payment: Receipt Number: 1q1309 fel %l Receipt Number: Permit No. 05/9/5/301 Waiver No. Permit App_9-1-12,doc Douglas T Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 August 25, 2015 Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. David VanOrd, Owner T15N, R1E, Sectionl, NW4SE4SE4 37350 Eklutna Lake, Eklutna Lake, Alaska PERCOLATION TEST RESULTS AND GENERAL SITE INVESTIGATION REPORT On August 27, 2012, the above -referenced 10 -acre property was inspected for application and approval of the installation of two on-site wastewater disposal systems and two wells, one well and septic system for a 50' X 80' shop situated in one area of the lot and the other well and septic system in another area for a four-bedroom residence. The property is located at mile 7.9 of Eklutna Road. The immediate areas that have been selected for both wastewater disposal systems have an average slope of 1 to 2%. Both areas are moderately treed with birch, spruce, cottonwood and alders, but the trees surrounding the residence area are closer to the site. This site also has the greatest variation of slope. The rest of the property is heavily treed and also the slopes vary greater than 1 to 2%. Regarding the residence site, on-site observation and physical survey show that there are no water wells or private wastewater disposal systems within a 100' radius of the proposed system. No surface water was observed at the time of the inspection, and it appears that there is no potential for contamination of adjacent water wells or streams. On August 28, 2013, Test Hole #2 was dug to a depth of 17.2 feet and a percolation test was performed to assess the adequacy of sub -surface soils to accommodate a septic on- site wastewater disposal system and placement of a well for the proposed four-bedroom house. The results of this test are on page 6 of 6 of the well and septic design. The residence tank was installed on August 30, 2014, without a permit, but with the permission of Jay Crewdson and Jeff Poet of M.O.A. On-site. The shop tank and leach field were installed at the same time with a permit. Mr. David VanOrd Page 2 August 25, 2015 The proposed system will have no measurable impact on reserve space, surface or subsurface soils, or on drainage to adjacent lots. Please consider this report a request for review and approval of the attached design drawings for an on-site wastewater disposal system and well for a four-bedroom residence. If there should be any questions concerning the percolation rate or characteristics of the site, please call me at (907) 746-1073 or 243-5372. Sincerely, Douglas T. Kenley, P. PE#8176 G/L Elev. 98.88' Organics 6 7 eS 9 10 zaksit 18 19 GP B. of H. Elev 81.68' SOILS LOG — PERCOLATION TEST FOR PROPOSED HOUSE REFERENCE POINT NAIL IN MARKED BIRCH TREE 100.00' TEST HOLE #2 I1rr A GW GP Cil GC SW SP SIA SC GRG HL CL OL CH OH DEPTH TO GROUNDWATER DATE NONE 8/28/12 NONE 9/4/12 NONE 7/20/13 See attached site plan DATE READING TIME NET TIME (MIN.) WATER LEVEL READING (IN.) NET DROP (IN.) 8/28/12 2:32:05 8 2:35:45 3.4 0 8 2 2:35: 59 8 2: 37: 38 2 0 8 3 2:41:14 8 2: 42: 59 1.45 0 7 PERCOLATION RATE 1.2 (MIN./INCH) TEST RUN BETWEEN 4-1/2 FT. AND 5 FT. PRESOAKED FOR FOUR HOURS YES NO PERC. HOLE DIA. 6 (IN. 20 COMMENTS: The percotation rate was less than one minute per inch. Dowl Test Lob analysis showed particle size 4 had 55%. No sand liner needed. Soils classification: poorly graded sand with gravel (SP). Code requires 1.0 percolation rate to be used. PERFORMED BY: FRED W. KENLEY I, DOUGLAS T. KENLEY, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. NOTE; HIEGHT OF INSTRUMENT ON 8/31/12 WAS REFERENCED OFF A NAIL IN A BIRCH TREE AT 3.33'. THIS IS THE BASIS OF 100.00' WHICH IS POINT A ON P.3 & 4 OF DESIGN. DOUGLAS T. KENLEY, P.E. cm, Engineer MG E. NORTHSTPR • Ptlmx, Alaska 99645 • (EEa7E&1973 SOILS LOG (House) tuns: VanOrd, David 1GA` T15N, R1E, Section, 1, NW4, SE4, SE4 ° "ss' 37350 Eklutna Lake Road, Eklutna, AK 90 NO'SEM 057-081-04 PER1/11- NUMBER °'w' 9/3/15 10330930: DTK I DRAWN' FK tthE NTS IJU9 "u"931: 1 21 05 SHEET 1 OF 6 i�P�.OF A(gs1O,' ,co*.49TH•1/ •• * `lit /f Douglas T. Kenley `: 1 fj00,6, • 4 81 6� ��e`�;r lk 40AR6 E pos.� SEPTIC SYSTEM SPECIFICATIONS FOR HOUSE AREA 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH M.O.A. WASTEWATER CODE CHAPTER 15.65.060. 2. SERVICE LINE TO DRAIN FIELD SHALL BE 4" DIA. ABS PIPE. 3. DRAIN FIELD LINE SHALL BE 4" DIA. 3034 ASTM PIPE WITH HOLES LAID DOWN. 4. PROVIDE 5' MINIMUM SEPARATION BETWEEN TANK & PROPOSED HOUSE. 5. PROVIDE 5' MINIMUM SEPARATION BETWEEN TANK & LEACH FEILD. 6. PROVIDE 10' MINIMUM SEPARATION BETWEEN EDGE OF TRENCH AND PROPOSED FOUNDATION OF HOUSE. 7. PROVIDE 10' SEPERATION BETWEEN SEPTIC SYSTEM AND PROPERTY LINE. 8 PROVIDE 100' MINIMUM SEPARATION BETWEEN SEPTIC SYSTEM, WELLS & SURFACE WATER. NOTE: A SIEVE TEST WAS DONE BY DOWL HKM WITH PARTICLE SIZE #4 OF 53%. NO SAND LINER IS NEEDED. SOIL WAS CLASSIFIED AS POORLY GRADED SAND WITH GRAVEL, SP. OTHER TEST HOLES WERE DUG IN THE SURROUNDING REVEALING SIMILAR SOIL CONDITIONS. DEEP TRENCH DRAINFIELD CALCULATION: SOIL TYPE: POORLY GRADED SANDS WITH GRAVEL (SP) PERCOLATION RATE: SEE NOTE ABOVE APPLICATION RATE (AR): 1.0 GAL./DAY/SF DESIGN (4) BEDROOMS: DISCHARGE = 4 BEDROOMS X 150 GALLONS/DAY =600 GALLONS ABSORPTION AREA = 600 GALLONS/1.0/G./D./SQ. = 600 SQ. FT. EFFECTIVE DEPTH 6 FT PROPOSED TRENCH LENGTH = 600 SF /(2X6') =50' • ASSUMES DOMESTIC WATER USAGE FOR RESIDENTIAL HOME COMSUMPTION. • CALCULATION METHOD OBTAINED FROM MUNICIPALITY OF ANCHORAGE "WASTEWATER DISPOSAL CODE REGULATION" FEBRUARY 14, 2003; AMC 15.65, TYPICAL DEEP TRENCH FIELD REQUIREMENTS AND SPECIFICATIONS. DOUGLAS T. KENLEY, P.E MODE NoN•brCbo4 • PYm•, Nnb99945 • (001)1061013 • Civll Engineer DESIGN CALCULATIONS C"EN` David VanOrd LEGAL. T15N, R1W, Sec: , NW4, SE4, SE4, ADDREss.37350 Eklutna, Eklutna Lake, AK Pm NUMBER:057-081 —04 PERMIT NUMBER: DATE: 9/3/15 CHECKED: DTK BRA" FK I scree N/A .pB NUMBER: 12105 SHEET 2 OF 6 eita..9F.A�q?k0 , *'.49 TH *• ,I,/ / Douglas T. Kenley . j to 4 F°PROFESSIcN\-- ll •••• • 2 MVL R H TREE EL -100' 192 to '1st n' SUM art r TOT NNE k 1500 GYLCTI\LVNCTANA \ ONK • \ RmL%R.SW %I Y -24. D. 1095 l N 89'55'04"E 660.49' NOTES: • ALL OTHER ADJOINING PROPERTIES HAVE NO WELL OR SEPTIC. • SWING -TIES & ELEV. WILL BE ADDED LATER. • SEPTIC TRUCK HAS ACCESS TO ST TANK TO PUMP. NOTE R = RESERVED FELD r.c.O.Q laynd/ C.O. Q M.T. WELL-0- T.C.O. ELLT.C.O. _Si TEST HOLE, N m w ED 5 8757'03W 690.65 DOUGLAS T. KENLEY, P.E. co,9Engineer "01 E NMh011MOO . Mow, w,AMrb N916 . (M)7I&1073 DESIGN °D°1f'David VanOrd `Ea T15N, R1 E, Section 1, NW4, SE4, SE4 klatna La Eklutno, AK P0 "'"°R"' 057-081-04 x 9/3 15 ""'°°' DTK FK 1' = 100 .SC 01, ,c iS 0 -f -t 4� 1 y 660,111 by 1210 SHEET 3 OF 6 *:49 TH %' •. * //` Doug T.T. Kenley PF• CE -8176 _ 't'1> cDPR4;•1°V._!11:1-70 SSl0NP�-.0 c2 feu IC OESCRIP110N F.C.O.100-1 T.C.D.-2 CPA WYE 11 CO -1 CO -2 Y.T. T.H. 9 PROPOSED Eat (RIC) OF PERMIT. 0 4 DIA. RPE AS19 D-7034 RETIED HOUSE AND LEACH FEW. NOTE R = RESERVED FELD r.c.O.Q laynd/ C.O. Q M.T. WELL-0- T.C.O. ELLT.C.O. _Si TEST HOLE, N m w ED 5 8757'03W 690.65 DOUGLAS T. KENLEY, P.E. co,9Engineer "01 E NMh011MOO . Mow, w,AMrb N916 . (M)7I&1073 DESIGN °D°1f'David VanOrd `Ea T15N, R1 E, Section 1, NW4, SE4, SE4 klatna La Eklutno, AK P0 "'"°R"' 057-081-04 x 9/3 15 ""'°°' DTK FK 1' = 100 .SC 01, ,c iS 0 -f -t 4� 1 y 660,111 by 1210 SHEET 3 OF 6 *:49 TH %' •. * //` Doug T.T. Kenley PF• CE -8176 _ 't'1> cDPR4;•1°V._!11:1-70 SSl0NP�-.0 c2 feu IC i / 0 O O 0 REFERENCE NAIL IN BIRCH TREE EL=100' 192.6' 52.5' 15,1.0' C71 1500 GALLON \CONCRETE co TANK CO 6 co 144.6' S n 00 11 cP CD 80 50' PROPOSED FOUR BEDROOM H USE B // ® ALTERNATE SEPTIC SITE TEST HOLE #2 50' L X 2.5'W X 6'E.D. ,DRAINFIELD 12q DOUGLAS T. KENLEY, P.E MOI E, gwthhrChM • Pamr,MSi NWS • (Mn 1161019 • Civil Engineer DESIGN David VonOrd T15N, R1E, NW4, 5E4, SE4 DME 37350 Eklutno Road, Eklutno, AK are 'USER' 057-081 —04 D N0 9/3/15 ME ED. DTK DR FK e 1 „ STrr I JOB NUMBER 12105 NITS SHEET 4 of 6 ceOF 1).-fislli i * 49 TH %\*'4 Do. Kenley`... j 1 -S) • • . C -8 76tit% ,k1F�p FEssovi\`� TCO -1 TANK DATA FOR HOUSE AREA FINAL GRADE, PROVIDE 2' MIN. COVER 2" INSULATION TO BE ADDED IF FILL OVER TANK IS LESS THAN 4' TCO -2 DBL WYE CLEAN OUT FROM HOUSE INLET BOT. -96.82' BOT.=92.99' NOTES: REFERENCE POINT IS NAIL LOCATED IN MARKED BIRCH TREE ADJACENT TO LEACH FIELD (eL. = 100.00', SEE PLAN DRAWING FOR LOCATION. BOT. -92.74' OUTLET TO LEACH HELD BOT. =96.62' DOUGLAS T. KENLEY, P.E MORE. MPrdMYrCIPM • Pfmx,,gWUOMM • tyO7lh11-1073 • Civil Engineer DESIGN PROFILE CLIENT. David VonOrd `EB""T15N, R1E, Section i, NW4, SE4, SE4 ADDRESB37350 Eklutno Loke Rood, Eklutno, AK PID NUMBER:057 — 081 — 41 PERMIT NUMBER: DAIS 7/26/15 CHECKED: DTK DRnda: FK KE: NTS JOB NUMBER: 1 21 05 SHEET 5 OF 6 Doug! . Kenley .V ° • CE -8176• .A,.$44—.1.170,:r 0Oks/��% F, OFESSI��P�+ LEACH FIELD DATA HOUSE AREA FROM TANK 96.41 6' E.D. X 45' - LONG TRENCH. BOT.=90.41' 98.88' ORIGINAL GRADE @ T.H.-2 PROVIDE INSULATION IF COVER IS LESS THAN 3' MT1 cCO2 1 &' jelZ . t 'V a°o o° % o.e96.91' o &S. 04, us -%. oO4 OD°°°4e):P° o n dodo doe°�° °°pg8°°dn o°'o°°°o�po 2,8;,P1)101,:.q1 /2" TO 2-1 /2' 4 aooE°o a °4°SEWER ROCK ago°�° ,,:a o°°eo R° ° °o, P Gb°a°°��a° 10 4fip L'� 4° R°p°n g�°,.4 n°4 °A�o4o4'a&°R..a�, oa e8"mo4P4�°°ii4�°° BOT.=90.41' GROUND WATER EL' @ 7/22/13 GROUND WATER EL' @ 9/5/12 GROUND WATER EL' @ 8/28/12 BOTTOM OF TEST HOLE #2 / FILTER FABRIC NONE NONE NONE 81.68' DOUGLAS T. KENLEY, P.E. CIVII Engineer 0000 E. NefWr Orals • Palmer, Nuke 01&e . OM)7MN073 DESIGN PROFILE C°`N' David VanOrd L"°°115N, R1E, Section 1, NW4, SE4, SE4 AEDREss:37350 Eklutno Lake Rood, Eklutna, AK NuueER: 547-081-04 °Au. 7/26/15 CHEWED DTK WAW't FK scuE: NTS JOB NU M B ER: 1 21 05 SHEET 6 OF 6 Al• *49TH Dou s T. Kenley - . 1011`•• r+)(14.0 E.SSIO��r Particle Size Distribution N etn F 4 Work Order: A33567 I J Location: By Client Engineering Classification: Poorly Graded Sand with Gravel, SP Not Measured Frost Classification: o v E o m 1L e e e 'e 0 0 e(L1pp • a e e a' a e °' O A V 0 O.4 '0 O N I m a m C O O 01 CD CO h.111 0 IL OOZ# QOL# o9# 09# O9# Oe# OZ# 9# 0 —4- O 0 N COr- CO � 0 0 N 146! M Aq 6uissed wowed 0 0 O O O O O 0 0 0 Particle Size (mm) Maria E. Kampsen, P.E • 4041 B Street • Anchorage • Alaska • 99503 • EKLUTNA SEPTIC SYSTEM EXPERIENCE: • I HAVE INSTALLED 2 SEPTIC SYSTEMS IN PENNSYLVANIA, ONE WITH A SAND MOUND LEACH FIELD. • I HAVE GONE THROUGH MOA'S CLASS ON INSTALLING SEPTIC SYSTEMS. • I HAVE WORKED IN CONSTRUCTION FOR 35+ YEARS ... THE LAST 18+ YEARS AS A SUPERINTENDANT FOR DAVIS CONSTRUCTORS AND PRESENTLY FOR NEESER CONSTRUCTION. I WILL BE DOING THE INSTALLATION MYSELF UNLESS HELP IS NEEDED FOR SAFETY REASONS IN WHICH I WILL GET THE HELP FROM MY SONS OR FRIENDS THAT ALSO WORK CONSTRUCTION. ALL WORK WILL BE DONE UNDER THE SUPERVISION OF MY DESIGN ENGINEER AND I WILL BE TAKING PICTURES OF THE STEPS TO ACCOMPLISH THIS TASK. David C. VanOrd w:tl 4kt u5, VV Cej..2' ep uz�t Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141315 (Shop) PID Number: 05708104000 Dwelling: 9 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ■❑ New ❑ Upgrade Name: David VanOrd ABSORPTION FIELD F011 Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 37350 Eklutna Lake Rd., Eklutna, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.8 GPD/SF 9.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 6.0 Subdivision Block Lot Ft. Fill added above original grade 0.0' Ft. Gravel length 50 Ft. Township Range Section T1 5N, R1 E, SEC 1, NW4SE4SE4 Gravel width 3 Beds: Number of Lines N/A Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ftz 1 N/A Ft. Well 100+fi 100+ft NA NA 25+ft TANK ❑■ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Fairbanks Precasters Capacity 1 1,500 Gal. Surface Water 100+fi 100+ft NA NA Material Number of compartments Lot Line 10+ft 10+ft NA NA Concrete 2 NA Foundation 5+ft 10+ft NA NA LIFT STATION Manufacturer Capacity Curtain Drain * * NA NA N/A Gal. Remarks * ** None known to exist. D3034 Pump on level at Pump off level at High water alarm at ***D3034 in. in. in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank ** Tank to ** drainfield David VanOrd Drainfield *** CO/MT ** *** Inspector Fred Kenley BENCH MARK (Assumed elevation) 100.00 ft Inspdectes: Xtion51 10/18/14 10/17/15 Location and description 2nd aro 4�h Southwest corner of shop floor slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF A/ \kt ` Conditional Approval: Date Awl .;4 li 49 TH .� . ......�.�....`. j D las T. Kenley Date 2 E 7j�6%Z0?Approved � F��pROFESSICNj C 1 P 0 `pG, \6, �0 �� 1 WELL ® A I 1 i I I t 1500 GAL. CONCRETE SEPTIC TANKy �\ 100.0' / 244.0' S 89°57'03"W 660.65' 182.1' TESTHOLE #1 J\ _ PRIMARY DEEP ® TRENCH (501f) SWING TIES (FT) A B C T F.C.O. DBL 93.1' 8.4' ® TCO -1 (Tank Clean Out) 116.7' 24.8' ® TCO -2 (Tank Clean Out) —127.5'-32 ® DBL—WYE C.O. 136,2' 39.3' ® C.0-1. 138.3' 41.1' ® M.T. 177.2' 77.5' m C.O.-2 185.8' 86.0' ® WELL 35.5' 70.4' NOTESw 1. SWING TIES WERE TAKEN IN THE FIELD AFTER COWPLEIE INSTALLATION OF THE TANK AND LEACH FED. DOUGLAS 1 • KGNLE 1 1 P.E. Clrn Engineer M6 E KwftW CUW . Pstnv, A1wM i' M • 74670?) CUEM'. David VanOrd 'E`''T15N, RTE, Section 1, NW4, SE4, SE4 A6DFESS`37350 Eklutna Lake Road, Eklutna, AK PD NUNBfF: 057081 DAM 3/22/22 CNECIM.. DTK I D"'w": FK I —: 1 = 60' we N�us[R: i Wuu OSP141315 12105 SHEET 1 of 3 Co 0 0 0 0 m OF Atq��o 49 TH . ... ........ Doul T. Kenley ®' CE -8176 ��•� PROfESSIo `•``�� . � • :dip � "', � �,. ,�,, �e VERTICAL DATUM IS THE SHOP FLOOR SLAB = 100.00'. DOUGLAS T. KENLEY, P.E. Civil Engineer drapf,I ASBUILT I 9MEN.Tnn'd.. P.IRAlm.k.MU • (90Tj746.lM -"-"'" David VanOrd `E"' T15N, R1 E, Section 1, NW4, SE4, SE4 `DARES„ 37350 Eklutna Lake Rood, Eklutna, AK P.I.o. NUMBER: PERMR NUMBER 05708104000 OSP141315 °ATE: 3/22/22 1 cNEcNEo, DTK I pFA1M": FK I -A: NTS I JOB NuMBER: 12105 SHEET 2 of 3 LEACH _D D.4' .. �g TH . ....... Douglas T. Kenley CE -8176 ��F,fW� Fig - ��,�,� MT CO -1 & CO -2 BACKFILL FROM SEPTIC ---7E— TANK INVERT ELEV. 89.18' FINISH GRADE (G/L) 92.68' ORIGINAL GRADE 92.68' —2" BLUE BOARD INSULATION FILTER FABRIC 4" DIA. PERFORATED PIPE LAID LEVEL SIDEWALL OF TRENCH d' 1/2" - 2-1/2" DIA. SEWER ROCK INVERT ELEV.::::l �p s 83.18'z o� WATER TABLE o IMPERMEABLE LAYER Z�-q BOTTOM OF TEST HOLE #1 EL.= 72.5 FT. GROUND WATER EL' @ 9/4/12 NONE GROUND WATER EL' @ 7/20/14 NONE VERTICAL DATUM IS THE SHOP FLOOR SLAB = 100.00'. DOUGLAS T. KENLEY, P.E. Civil F.nglna®r 91498 E N0r0wW CUds • Palmer, Alaska 99W • (07) 74&IM CUM David VanOrd "`'K'T15N, R1E, Section 1, NW4, SE4, SE4 ADDRESS37350 Eklutna Lake Road, Eklutna, AK R.I.D. HUMBER: 0; [7 3/22/22 CHECKED: DTK DRAWN: FK — NTS ''DB NUMBER -.12105 1 SHEET 3 of 3 OF Atq��o 49 TH Dou T. Kenley CE -8176 �� %- �'' �� I i t 1 •` � Cil f'. P DOC CO dba ULM% NEAVE"'� Yn CIPO. Box 670269, Chugiak, AK 99567 608-2759 OWNER OF LAND: David & Donna VanOrd ADDRESS: PO BOX 143233 Anchorage, AK 99514 LEGAL DESCRIPTION T15N RIE SEC 1 NW4SE4SE4 DATE: 4-7-2015 PERMIT NUMBER: OSP141315 DATE OF ISSUE: 9-2-14 TAX IDENTIFICATION NUMBER 05708104000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 465 Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 465 feet Liner type Static Water Level: 422 feet Recovery Rate 15 ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 4 feet, to 44 feet Well Disinfected Upon Completion: ®yes no Method of Disinfection: Chlorine 50 PPM Comments: ER QUALITY TESTINGCouto rte+ a Nitrates Arsenic p Bore Hole Data Depth From To 0 2 2 4 4 58 58 106 106 110 110 220 220 417 417 445 445 465 Casing Stickup Overburden Sand and gravel Silty sand and gravel w/ clay Silty sand w/ gravel (water) Silty sand and gravel w/ clay Sand and gravel silty Silty sand and gravel w/ clay Sand and gravel (water) Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. Well Drilling Permit Number: SW OSP141315 Date of Issue 9-2-14 Parcel Identification Number: 05708104000 Legal Description Property Owner Name & Address T15NR1ESEC1NW4SE4SE4 David & Donna VanOrd SK DF FAd ILIP I Ott Pump Installation Date: 7-6-15 Pump Intake Depth Below Top of Well Casing: 450 Pump manufacturer's Name: Grundfos Pump Model: 5SQE15-450 Pump Size: 1.5 Pitless Adapter Burial Depth: 10 Pitless Adapter Installer: Sullivan Water Wells Disinfected Upon Completion? N yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson Pump Installers Name: Sullivan Water Wells feet ME feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Water & Wastewater 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: OSP141315 Tax Code Number: 05708104000 Work Type: WellSeptic Initial Permit Effective Dates: September 02, 2014 Design Engineer: DOUGLAS T KENLEY Subdivision: T15N RIE SEC 1 to September 02, 2015 Site Legal Address: T15N RIE SEC 1 NW4SE4SE4 G:1411 Owner/Address: VANORD DAVID & DONNA PO BOX 143233 ANCHORAGE AK 995143233 Site Mailing Address- 37350 EKLUTNA LAKE RD, Chugiak Lot Size in Sq Ft: 435600 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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 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. o6 -70f/- o`/ Property owner(s) B.9e, 14nOrd Day phone 44q/-1714 Mailing address Site address 3733 D Ek/t /n n .CMle' ,'DAd, L--.e/G/n,,, .4495/CA Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) rte7K Se67)"on /, /vyvy, Seo. Lot Size '4'5 G o z Sq. Ft. Number of Bedrooms APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ SEy TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings SUBMITTAL (SF and/or D) AUG 8 2014 THIS APPLICATION INCLUDES A VARIANCE,/ WAIVcR upUgriPoR: 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: 78 Date of Payment: Receipt Number: 24 Permit No. 05914,5/5 Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. Douglas T. Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 August 18, 2014 Mr. Jay A. Crewdson Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. David VanOrd, Owner T15N, R1E, Section 1, NW4,SE4,SE4 37350 Eklutna Lake, Eklutna Lake, Alaska Subject: 1500 Gallon Concrete Septic Tank Review Item #5, b and c Dear Mr. Crewdson: ITEM #5 b. Tank Lid to Tank : This will be accomplished using RN101-RAM-NEK JOINT SEALANT (See Spec sheet & Application included in submittal) 2in x 3.5ft. Lid Opening Covers: This will be accomplished using BN-109-BUTYL-NEK JOINT SEALANT (See Spec sheet & Application included in submittal) 1IN X 14.5FT. c. Tank Serial Numbers: The concrete Shop tank serial number is 151201, and the concrete House Tank serial number is 151202. The serial numbers on both shop and house tanks are located on the inlet and outlet side near the top of the tank. The serial numbers on the shop and house lids are located in the center of the lid and on two opposite comers. If there should be any questions, please call me at (907) 746-1073 or 243-5372. Sincerely, Douglas T. Kenley, P. PE#8176 Douglas T. Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 August 5, 2013 Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. David VanOrd, Owner T15N, R1E, Sections, NW4SE4SE4 37350 Eklutna Lake, Eklutna Lake, Alaska PERCOLATION TEST RESULTS AND GENERAL SITE INVESTIGATION REPORT On August 27, 2012, the above -referenced 435602 sq. ft. property was inspected for application and approval of the installation of two on-site wastewater disposal systems and two wells, one well and septic system for a 60' X 100' shop situated in one area of the lot and the other well and septic system in another area for a four-bedroom residence. The property is located at mile 7.9 of Eklutna Road. The immediate areas that have been selected for both wastewater disposal systems have an average slope of 1 to 2%. Both areas are moderately treed with birch, spruce, and alders.. The rest of the property is heavily treed and also the slopes vary greater than 1 to 2%. Regarding the shop site, on-site observation and physical survey show that there are no water wells or private wastewater disposal systems within a 100' radius of the proposed system. No surface water was observed at the time of the inspection, and it appears that there is no potential for contamination of adjacent water wells or streams. On August 27, 2012, Test Hole #1 was dug to a depth of 16 feet and a percolation test was performed to assess the adequacy of subsurface soils to accommodate a septic on-site wastewater disposal system for one bedroom and placement of a well for a proposed shop. The results of this test are on pages 1-2 of 8 of the well and septic design. The proposed system will have no measurable impact on reserve space, surface or subsurface soils, or on drainage to adjacent lots. Page 1 of 8 Please consider this report a request for review and approval of the attached design drawings for an on-site wastewater disposal system and well for a shop. If there should be any questions concerning the percolation rate or characteristics of the site, please call me at (907) 746-1073 or 243-5372. Sincerely, ou las T. Douglas Kenley, P.E. PE#8176 Page 2 of 8 DEPTH cin frefolInv 4 �6T8 5.o 1 6 _sobs ty6 ev89°o''v°. �so�s SW 7 —11,401 W//SOME LARGE i e o. ROCKS 8 .1/4“:14-.% a1:a 9oiu ELE 101.75' SOILS LOG — PERCOLATION TEST FOR SHOP AREA Organics 1 14 16 17 I8 B. of H. ELE. 85.75 TEST HOLE #1 a ..w 117111111 y��graXci OPG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE NONE 8/24/12 NONE 9/4/12 NONE 7/20/14 REFERENCE 102.00' NAIL See attached site plan DATE READING TIME NET TIME (MIN.) WATER LEVEL READING (IN.) NET DROP (IN.) 8/24/12 1 2:19 8 3:29 10 5-13/16 2-3/16 2 3:50 8-1/16 4:00 10 5-15/16 2-2/16 3 4:03 8 4: 13 10 5-14/16 2-2/16 19 PERCOLATION RATE 4.7 (MIN./INCH) TEST RUN BETWEEN 4-1/2 FT. AND 5 FT. PO PRESOAKED FOR FOUR HOURS YES NO COMMENTS. The length of the trench will be 48' with a 6' E.D. & 3' wide. See P.4 of 6. PERC. HOLE DIA. 6 (IN.) PERFORMED BY: FRED W. KENLEY I, DOUGLAS T. KENLEY, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DOUGLAS T. KENLEY, P.E. , Engineer GIM E. NENMSTM • Palmer, ANMD NMS • (06711161075 SOILS LOG (shop) "E"T VanOrd, David LE04 T15N, RIE, Section, 1, NW4SE4SE4 37350 Eklutna Lake Road, Eklutna, AK %D """s" 057-081-04 PERM( NUIJBF2 °"F`: 7/3/14 OTK FK NTS "e 1NR 12105 I SHEET 1 OF 6 .---,:se. 9F.Ac4t00 'x% 10"* 49TH " * , bale es / Dou s T. Kenley • r,�4 tepzz 5 jp Jt4..��`rCE-8176 ' : OFESSOO nt... SEPTIC SYSTEM SPECIFICATIONS FOR SHOP AREA 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH M.O.A. WASTEWATER CODE CHAPTER 15.65.060. 2. SERVICE LINE TO DRAIN FIELD SHALL BE 4" DIA. ASTM D3034 PIPE. 3. DRAIN FIELD LINE SHALL BE 4" DIA. F810 PERF ASTM PIPE WITH HOLES LAID DOWN. 4. PROVIDE 5' MINIMUM SEPARATION BETWEEN TANK & PROPOSED SHOP. 5. PROVIDE 5' MINIMUM SEPARATION BETWEEN TANK & LEACH FEILD. 6. PROVIDE 10' MINIMUM SEPARATION BETWEEN EDGE OF TRENCH AND PROPOSED FOUNDATION OF SHOP. 7. PROVIDE 10' MINIMUM SEPARATION BETWEEN SEPTIC SYSTEM AND PROPERTY LINE. 8 PROVIDE 100' MINIMUM SEPARATION BETWEEN SEPTIC SYSTEM, WELLS & SURFACE WATER. DEEP TRENCH DRAINFIELD/RESERVE FIELD CALCULATIONS: SOIL TYPE: WELL GRADED SANDS W1TH SOME BOULDERS (SW) PERCOLATION RATE: 4.7 MIN. PER INCH. (6" PERC HOLE DIA.) APPLICATION RATE (AR): 0.8 GAL./DAY/SF DESIGN (3) BEDROOMS: DISCHARGE = 3 BEDROOMS X 150 GALLONS/DAY =450 GALLONS ABSORPTION AREA = 450 GALLONS/0.8/G./D./S0. = 562.5 50. FT. EFFECTIVE DEPTH = 6 FT PROPOSED TRENCH LENGTH = 563 SF /(2x6') =46.9' (USE 48') • ASSUMES DOMESTIC WATER USAGE FOR RESIDENTIAL HOME COMSUMPTION. • CALCULATION METHOD OBTAINED FROM MUNICIPALITY OF ANCHORAGE "WASTEWATER DISPOSAL CODE REGULATION" FEBRUARY 14, 2003; AMC 15.65, TYPICAL DEEP TRENCH FIELD REQUIREMENTS AND SPECIFICATIONS. • SW SOIL TYPE WILL COVER AREA WHERE LEACH FIELD WILL BE PLACED. SOME GW & GP LOCATED AT THE TOP & BOTTOM RESPECTIVELY. SEE P. OF 6. DOUGLAS T. KENLEY, P.E. MM E Waists Circle • Pdmx. Mab 99646 • OW) 74040E DESIGN CALCULATIONS MEW' David VanOrd "`"`T15N, R1W, Section1, NW4SE4SE4 woI Ess: mo MMER: 37350 Eklutna, EkWtna Lake, AK 057-081-04 PERMIT NUMBER: onrz, 8/29/14 `HECK€ a DTK FK I N`"" N/A I 4 NU°'e" 12105 I SHEET 2 OF 6 j*:49T_ Douglas T. Kenle . 1 , Pe . CE -81T6 .4`i/ FOUND 5/8' REBAR (EXCEPT AS SHOWN) N 89'55'04'E 660.49' 143.3 143.3 40CF — 24' CMP EXISTING DRIVEWAY 343.1' 0 0 T15N, RIE, SEC. 1, NW4, SE4, SE4 IBM — TOP OF ALUM. MON. ELEV 100.00 ASSUMED PROPOSED WELL N ,BZ'6ZE 3.0 I., L0.00 100.0 (4 0 4FIIC aum / NOTES: • EAST PROPERTY WELL & SEPTIC DOES NOT REACH PROPERTY LINE. • ALL OTHER ADJOINING PROPERTIES HAVE NO WELL OR SEPTIC. • SWING -TIES & ELEV. WILL BE ADDED LATER. 88.0 255.4' Mm alZIMII [oln aama I 117717M [0® F.C.O. 0 Leaen4: ELLSDC.O. C) M.T. WELL-0- D.C.O. .C.O. _Q TEST HOLE _a 78.5 78.5 S 89'57'03"/ 660.65' DOUGLAS T. KENLEY, P.E. Civil Engineer PoME. No,Vm Chb • PYov,AWFel2845 • (107)7464O73 DESIGN 'LIEN' David VanOrd TI5N, R1E, Section i, NW4, SE4, 5E4 f4 ESS37350 Eklutna Lake Road, Eklutna, AK IAM M""EF' 057-081-04 .we MYMEEB.- 12105 I SHEET 3 OF 6 MAt 8/29/14 `'ECKE : DTK oPnvm: EK I 100' PERU!! NUMBER: ,,,,r*:49 TH /\ * 9. fie /4 ,/ Douglas T. Keeley ". •1 ri IF.. CE -8176 . 0�� 343.1' EXISTING DRIVEWAY T15N, R1 E, SEC. 1, NW4, SE4, SE4 104.8 X DPOSED WELL PTIC 0 co O 0 25.5' 255.4' 100.0/ PROPOSED SHOP W/ ONE BEdROOM & KITCHEN FACILLITIES.O In 74.5( X 105.0 TBM — TOP OF ALUM. MON. ELEV. 100.00 ASSUMED 0 i 0 1500 GAL. CONCRETE — SEPTIC /TANK N N i ALTERNATE SITE CI ©0 00 0 m c.4 N 00 NAIL IN BIRCH TREE PT. A 48' L X 2.5'W X 6'E.D. DRAINFIELD. 93.7' 141 .7 151.7 (1) 0 0 1 64.2 (34 rn DOUGLAS T. KENLEY, P.E. NOS E Xwtlslu CLde • Mww, Heb 09145 • tt01)YSI0I8 DESIGN SHOP a,PRc David VanOrd "C"- T15N, RIE, Section i NW4, SE4, SE4 "REss 37350 Eklutna Lake Rood, Eklutna, AK P10 Xumam:057-081-04 Pmuv "uu"m: Olde 8/29/14 `"`°"° DTK FK I = 50' I''°0 "'Nem' 12105 I SHEET 4 of 6 c QF 4t'4S<<) �kP• '• /,r � Dou r � Kenley 14 . PR• OFESO». ,r - r o.•CE-6176 �� FROM SHOP SHOP TANK DATA ORIGINAL GRADE (G/L) 100.75 (APPROXIMATELY) 2" INSULATION TO BE ADDED IF FILL OVER TANK IS LESS THAN 4'. NS II %VII at��i��iU INLET BOT.=98.77' TOP OF LID.=99.73' SEAL ADDITIONAL SUPPORT BOT.=94.94' 2" BELOW C/L WATER LEVEL 0 ■ NOTES: REFERENCE POINT IS NAIL LOCATED IN MARKED BIRCH TREE ELEV. 102.00". ATTACHED DATA: • TAR USED TO PREVENT CORROSION OF CEMENT COMPONENTS OF TANK "CARBOLINE." • PICTURES OF TANK ON JOB SITE. • DATA SHEETS ON JOINT SEALANTS. • DATA SHEET ON THOROSEAL WATERPROOF COATING. 1 BOT.=94.69' TO LEACH FIELD OUTLET BOT.=98.57' DOUGLAS T. KENLEY, P.E. BBIPE.XaMrrcI,S • Palmer, Nate PR• • 001174134M DESIGN PROFILE cunrDavid VanOrd L GA T15N, R1E, Section 1, NW4, SE4, SE4 AD 9ESS:37350 Eklutna Lake Road, Eklutna, AK I "° H"1''ER:074-081-41 I PER1R XO0"`". o 8/29/14 CHEC"E°_ DTK 1 FK NTS I''0B ""Pffa. 12105 I SHEET 5 OF 6 ar 4 OF AC. ft! k *:49TH • r0�l ,01 D&IaT.Kenley O. 4.0%- 04 4.e. • 'r ��_r eA'0PROFi6 .. ma SEPIIC TVX( SHOP LEACH FIELD DATA MT -1/R CO -3 & C0 -4/R BACKFILL / ORIGINAL GRADE IrAto\/ft7\- INVERT DIV.. 4" DIA. PERFORATED PIPE LAID LEVEL SIDEWALL OF TRENCH 1/2" - 2-1/2" DIA. SEWER ROCK 2'-6't WIDTH OF BACKHOE BUCKET IMPERMEABLE LAYER P BOTTOM OF TEST HOLE #1 EL.= 85.75 FT. NOTES: • REFERENCE POINT IS NAIL LOCATED IN MARKED BIRCH TREE ELEV. 102.00'. • INSULATION IS REQUIRED IF LESS THAN 3' OF COVER. • PICTURES ATTACHED OF SEWER ROCK & PIPE TO BE USED. GROUND WATER EL' @ 9/4/12 GROUND WATER EL' @ 7/20/14 BOTTOM OF TEST HOLE #1 DOUGLAS T. KENLEY, P.E. c n Engineer Y•IENeMeb Circle • PNmm.M .BOOS • (007)1*61073 DESIGN PROFILE WENT' David VanOrd 1E01T15N, R1E, Section i, NW4, SE4, SE4 '37350 Eklutno Lake Road, Eklutna, AK XONfi 12105 PERM! NULIBE DATE 8/29/14 I DTK FK SCALE NTS I" N1M t 12105 I SHEET 6 OF 6 A�Act��) *;49 TH �� *• II, r Dou( s (f. Kenle�• j PROFES 10 �C EKLUTNA SEPTIC SYSTEM EXPERIENCE: • I HAVE INSTALLED 2 SEPTIC SYSTEMS IN PENNSYLVANIA, ONE WITH A SAND MOUND LEACH FIELD. • I HAVE GONE THROUGH MOA'S CLASS ON INSTALLING SEPTIC SYSTEMS. • I HAVE WORKED IN CONSTRUCTION FOR 35+ YEARS ... THE LAST 18+ YEARS AS A SUPERINTENDANT FOR DAVIS CONSTRUCTORS AND PRESENTLY FOR NEESER CONSTRUCTION. I WILL BE DOING THE INSTALLATION MYSELF UNLESS HELP IS NEEDED FOR SAFETY REASONS IN WHICH I WILL GET THE HELP FROM MY SONS OR FRIENDS THAT ALSO WORK CONSTRUCTION. ALL WORK WILL BE DONE UNDER THE SUPERVISION OF MY DESIGN ENGINEER AND I WILL BE TAKING PICTURES OF THE STEPS TO ACCOMPLISH THIS TASK. David C. VanOrd Leal 0501 Wks( owl.) elf p mat - Douglas T. Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 October 2, 2014 Mr. Jay A. Crewdson Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. David VanOrd, Owner T15N, R1E, Section 1, NW4,SE4,SE4 37350 Eklutna Lake, Eklutna Lake, Alaska Subject: Asbuilt Letter Dear Mr. Crewdson: Per our telephone conversation of September 29th, 2014 we advised David VanOrd that you had verbally approved the use of bituthane in lieu of bentonite to seal off groundwater intrusion at the two concrete septic tanks recently installed at the above referenced property. A 12 -inch wide strip of of bituthane was installed around the perimeter of each tank. The bituthane was installed such that approximately 6 inches wrapped up over the top of the tank lid and 6 inches extends down the sidewall of the tank. Prior to backfilling and covering the tank 2 inches of rigid insulation, overlain with 2 layers of 6 mil of plastic sheeting, were installed over the top of each tank. A total of six photographs are attached to this letter for your records. Three photographs are labeled with the serial number for Tank 151201. An additional three photographs are labeled with the serial number for Tank 151202. Thank you for your assistance in completing the installation of this sewer system. If there should be any questions, please call me at (907) 746-1073 or 243-5372. Sincerely, Douglas T. Kenley, P.E. PE#8176 1 Equipment Approval: David Van Ord Septic Tanks The two 1500 gallon concrete septic tanks (#15201 and #15202) in the process of being installed at T15N R1 E Sect NW4 SE4 SE4 are approved to be backfilled with the following condition(s). 1. Bentonite Clay shall be placed in all locations within 6 inches of the septic tank wall to lid connection/interface in accordance with the attached drawing. Please submit photos and a letter from the engineer documenting the condition has been satisfied for final approval. 6O ames "Jay" Crewdson, P.E. Civil and Environmental Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 13114 Concrete Septic Tank ThotPro Inc 11/22/2013 2 0 RIE -�tq I g c4a i ve V�v 0 idm vvd I -5z—m- 1 N - PA LL - LL x Douglas T. Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 September 24, 2014 Mr. Jay A. Crewdson Municipality of Anchorage On-site Water and Wastewater 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. David Van Ord, Owner T15N, RIE, Section 1, NW4,SE4,SE4 37350 Eklutna Road, Eklutna, Alaska Dear Mr. Crewdson: In regard to the above -referenced project, we have tested the concrete septic tank and found it to be water tight below the brim as required by municipal code. Our interpretation of the regulations is that the brim of the tank is the interface between the septic tank vault and the lid. Please verify that this interpretation is correct. If there should be any questions, please call me at (907) 746-1073 or 243-5372. Sincerely, Douglas T. Kenley, P.E. PE#8176 Crewdson, James A. From: Crewdson, James A. Sent: Thursday, January 23, 2014 1:01 PM To: 'pass5454@hotmail.com' Subject: 1500 Gallon Concrete Septic Tank Review Attachments: Crewdson, James.vcf David, The following review comments are for the two (2) 1500 gallon concrete septic tanks you purchased from Fairbanks Precasters, Inc. The comments will need to be satisfied for each tank prior to approval. Abbreviations: CPM — Municipality Of Anchorage Standard Specifications for Component Parts and Materials used in construction of on- site wastewater disposal systems. STC — Engineer's Septic Tank Checklist for Fairbanks Precasters, Inc. Comments: V Coatings — Code Requi ed: anks hall pro ected by applying a heavy cement -base waterproof coating (Thoroseal or Tana Seal or equal) on both inside and outside surfaces, in compliance with Council of American Building Officials (CABO) report #NRB -168; 6181. Please substantiate that this has been completed. Ref. CPM 2 oatia) 2. Coatings —Engineer Required: Please substantiate that the corrosion coating for the tanks is in accordance with the engineer's requirements. Ref. STC M Labels and Markings: It appears some of the labels are not on the tanks. Please substantiate the following labels. a. Burial (Cover) Depth (4 feet per the engineer's structural calculations) Ref. CPM 2.11 b. Serial Number (please provide a copy of the manufacturer's log for each tank) Ref. CPM 2.12 4. Partition Baffle: An inverted fitting equivalent in size to the tank inlet but in no case less than four (4) inches in size, shall be installed in the inlet compartment side of the baffle with the bottom of the fitting placed midway in the depth of the liquid. Please substantiate that this has been completed. Ref. CPM 2.10 Engineer's Cover Letter: Please provide an engineer's cover letter that addresses the following items. --a nef explanation of the design intent and methodology, fib. Discuss sealing the lid to the tank body, and the lid opening covers to the lid, LL,lc6,,—Call out the two subject tanks by serial number. �.6. Lid Openings — Reinforcement: The drawings provided are not clearly describing how the lid openings are reinforced and the structural calculations do not appear to take them into account either. Please substantiate and detail the lid opening structural design. 11,�,-'Tank Bottom & Sides — Reinforcement: The reinforcement design appears to have been revised from 4x4 - 4.0/W4.0 to 6x6-W4.01W4.0, but the design drawings do not appear to have been revised. Please clarify. 8. Sealing: It appears the tank lid is intended to be sealed to the tank body by placing a gasket (preformed or calking) between the tank lid and the upper edge of the tank body. Please substantiate how the seal will be established near the tank lifting eyes. Note: per the photos, there doesn't appear to be enough of a tank edge around the fling eyes to provide a seal. FYI (no response required): The engineer references UPC Appendix I for the "Septic Tank Checklist". Appendix K is the correct reference. OZ --FYI (no response required): The following test procedure will be included on the permit to construct and shall be lowed to ensure water tightness. Ref. CPM 2.13(a) 11. On-site shall be notified at least two hours prior to the beginning of the test for inspection and documentation rposes. 2r the septic tank has been set into the ground fill the tank to its brim with water and let it stand for 24 hours. r-�3.Measure the water loss; if there is no water loss during these first 24 hours the test is acceptable. If however the water level dropped, some water absorption may have occurred. If so, refill the tank and determine the exfiltration by measuring the water loss over the next two (2) hours. There shall be no water loss during this ,-Time. Any water loss is cause for rejection. 14. If a manhole riser is to be utilized on a concrete septic tank, test the seal between the riser and the tank top for water tightness by filling the riser with water to a level four (4) inches above the top brim of the tank. Check for Lul ThotFro in,,. Structural MAR 6 20114 Engineering oncrete �' tiC a a ricatio Daniel B. Holmgren, F.E.Size: 1500 Gallon Structural es* March 5, 2014 Reply to MOA Comments dated January 2014 by James Jay Crewdson, P.E. ThotPro File 13114 RE: Two 1500 Gallon Tanks serial numbers: #151201 and #151202 Reply to Comments: 1. Reply by others 2. Coatings: The existing `Black Jack Roof and Foundation Coating' is not acceptable as a corrosive resistant coating inside the tank where corrosive gasses will attack the concrete. Carboline `Bitumastic 50' shall be applied after abrading the surface of the existing coating. See Cut Sheet. 3. Labels and Markings by others 4. Partition Baffle inverted fitting by others 5. C. Design Intent and Methodology: Comply with MOA specification `Component Parts and Materials' (CPM) ® This septic tank was designed to withstand soil pressure up to 4'-0" below ground. The tank is designed to resist loads while full of water up to 4'-0" level. ® A soil passive pressure coefficient of Ka=0.33 was used. Acldreoo: ® Walls are designed to span horizontally. 2955 Fortillo Fface ® Corners have the greatest bending and shear forces so Fairbanks, AK 99709 that reinforcement is designed to accommodate the corner stresses. (907) 479-9178 ® The lid was designed to support the weight of soil at 110 FAX: (907) 479-9170 pcf. 150 psf additional incidental load was added for possible vehicle load. thotpro@gci.net 6 Lid Openings: Lid calculations don't address added stress of the manway opening. See added detail for stiffener L3x3x1/4 added to top of lid. 13114 Concrete Septic - 1500 Gal ThotPro Inc 03/05/2014 Thotilro ►f1c. Structural Engineering Daniel B. Holmgren, P.E. Address: 2955 Portillo Place Fairbanks, AK 99709 (907) 479-9178 FAX: (907) 479-9170 thotpro@gci.net (Cont) 7 Tank Reinforcement: The tank is confirmed to have been constructed with WWF 6x6 — 1.4x1.4. 8 Sealing of Lid: See detail by others. 9 FYI acknowledged. 10 FYI acknowledged. Out ham By Daniel B. Holmgren, P.E. ThotPro, Inc. Fia�rCY It p�l$, it lr'in March 5, 2014 A-1 13114 Concrete Septic - 1500 Gal ThotPro Inc 03/05/2014 t r- • 101" W1 -t , l � 6 32" 1" h _ .._ _. —---. ---- =- — — N 68" — — f� — A 62u AA. W O I I F'- TOP VIEW � 0 L 24"24 e A4. Y41. 48 1 2""-T 43 .1j2A 46 1/2' .... . w: 2" TAPER <TYP> SLIDE: IN BAFFLE .3" _ s - _ -_ SECTIfl�I A yU+ j y €fit - £1k°�h � �� W�-�`L``Ii1EIN TA•FFLE WALL n3� . ;1i3 f i7?ESGNE1I FLIP;IIF .aftFANLIN i1 _ ro a S�- u q� 014 . 03/05f20'14 _ ®2.6 HIT-HY-150 MAX Adhesive Anchoring System HIT HY 150 MAX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete 1.2 1 Influence factors for spacing and edge distance are applied to allowable concrete/bond values above, and then compared to the stee! value, The lesser of the values is to be used for the design. 2 For hBfZ h., average ultimate concrete shear capacity based on Strength Design method. For h, < h.. average ultimate concrete shear values based on testing. 160 Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I en espanol 1.800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 HIT-HY 150 MAX Allowable Bond/Concrete Capacity HIT-HY 150 MAX Ultimate Bond/Concrete Capacity Anchor Embedment Tensile Shear Tensile Shear Diameter Depth f' f' 4000psi f'=2000 si P 4000 si f�= P f'�=2000 si p f',- p -4000 si(1(27.6 f',=2000psi f',=4000psi 7(kN MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) in (mm) in (mm) Ib (kN) Ib (kN) Ib (kN) lb (kN) lb (k" Ib (kN) Ib (kN) 13/4 725 1155 1675 2360 2900 4620 5020 7080 (44) (3.2) (5.1) (7.5) (10.5) (12.9) (20.6) (22.3) (31.5) - 3/8 33/8 2110 3055 3155 4460 8440 12220 9460 13380 (9.5) (86) (9.4) (13.6) (14.0) (19.8) (37.5) (54.4) (42.1) (59.5) 41/2 2150 3055 4855 6860 8600 12220 14560 20580 (114) (9.6) (13. (21.6) (30.5) (38.3) (54.4) (64.8) (91.5) 21/4 1385 2090 2750 3890 5540 8360 8240 11660 57) (6.2j (12.2} (17.3) (24.6) (37.2) (36.7) (51.9) 1/2 41/2 4000 4980 5610 7935 16000 19920I 16820 23800 (12.7) (114) (17.8) (22.2) (25.0) (35.3) (71.2) (88.6) � (74.8) (105.9) 6 4705 4980 8635 12210 18820 19920 25900 36620 (152) (20.9) (22.2) (38.4) (54.3) (83.7) (88.6) (115.2) (162.9) 27/8 1940 2730 4095 5790 7760 10920 1 12280 17360 (73) (8.6) (12.1) (18.2) (25.8) (34.5)(48.6) ! (54.6) (77.2) 5/8 55/8 5955 8410 8760 12395 23820 33640 26280 37180 (75.9) (143) (26.5) (37.4) (39.0) (55.1) (106.0) (149.6) I (116.9) (165.4) 71/2 7320 8410 13495 19080 29280 33640 40480 57240 f (190) (32.6) (37.4) (60.0) (84.9) (130.2) (149.6) (180.1) (254.6) 33/8 2625 4295 6110 8635 10500 17180 18320 25900 (86) (11.7) (19.1) (27.2) (38.4) (46.7) (76.4) (81.5) (115.2) 3/4 63/4 6460 9985 12615 17840 25840 39940 37840 53520 (172) (28.7) (44.4) (56.1) (79.4 (114.9) (177.7) (168.3) (238.1) 9 11175 11175 19430 27470 44700 44700 58280 82400 (229) (49.7) (49.7) (86.4) (122.2) (198.8) (198.8) (259.2) (366.5) 4 3375 5300 7670 10840 13500 21200 I 23000 32520 (101) (15.0) (23.6) (34.1 (48.2) (60.1) (94.3) (102.3) (144.7) 7/8 77/8 9910 14815 17175 24290 39640 59260 51520 72860 (22.2) (200) (44.1) (65.9) (76.4) (108.0) (176.3) (263.6) (229.2) (324.1) 101/2 14385 15345 26440 37390 57540 61380 79320 112160 (267) (64.0) (68.3) (117.6) (166.3) (255.9) (273.0) (352.8) (498.9) 41/2 5210 6570 9990 14120 20840 26280 29960 42360 (114) (23.2) (29.2) (44.4) (62.8) (92.7) (116.9) (133.3) (188.4) 1 9 11595 17475 22435 31720 46380 69900 67300 95160 (25.4) (229) (51.6) (77.7) (99.8) (141.1) (206.3) (310.9) (299.4) (423.3) 12 17340 18685 34535 48830 69360 f 74740 103600 ` 146480 (305) (77.1) (83.1) (153.6) (217.2) (308.5) (332.5) (460.8) I (651.6) 55/8 6985 9935 13180 18640 27940 39740 39540 55920 (143) (31.1) (44.2) (58.6) (82.9) (124.3) (176.8) (175.9) (248.7) 1-1/4 111/4 18345 30085 35050 49570 73380 120340 105140 148700 (31.8) (286) (81.6) (133.8) (155.9) (220.5) (326.4) (535.3) (467.7) (661.4) 15 25575 30085 53960 76300 102300 120340 161880 228900 (381) (113.8) (133.8) (240.0) (339.4) (455.1) (535.3) (720.1) ( (1018.2) 1 Influence factors for spacing and edge distance are applied to allowable concrete/bond values above, and then compared to the stee! value, The lesser of the values is to be used for the design. 2 For hBfZ h., average ultimate concrete shear capacity based on Strength Design method. For h, < h.. average ultimate concrete shear values based on testing. 160 Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I en espanol 1.800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 Thotllro Inc. Structural Engineering Daniel B. Holmgren, F.E. Addreoo: 2955 Fortillo Place Fairbanks, AK 99709 (907) 479-9178 FAX: (907) 479-9170 thotpro@ocimet Concrete Septic Tank Fabrication Size: 1000, 1250, and 1500 Gallon Prepared for Fairbanks Precasters The following calculations have been reviewed and are incompliance with the ACI 318 and the IBC 2009. 9 8, 1161n CE 9366 By Daniel B. Holmgren ThotPro, Inc. November 22, 2013 File 13114 13114 Concrete Septic Tank ThotPro Inc 11/22/2013 )tj �/ * Y, _AJ /"//(t,j k 13114 Concrete Septic Tank ThotPro Inc 11/22/2013 2 _ - 150"J 95„ 47" II I Q u 80 62" A A r Ii ZPq. i II ► Q: L----------------JL-------- TOP. 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Jn( �/ �iv1 !l'r...F F-'_'}^.. r'+'rd0..•-,i R. t.� j� �l �., spa ` � s�:►� � �� ,..�. Vi 13114 Concrete Septic Tank ThotPro Inc 11/22/2013 15 FRBKS PRECASTERSiDGC -1.858300 P.03 . v Tr 1' 1,. I� , V ��.'1+"Y"' � � j� 'SI �' �"(� 1G C•'�4` ! Y'I 1 a ■ S Q,r `r..r �:j.•4p � �-��`((�t / �.car•Lk'� eC,.til �i /� U1 1 � PC�` •i! f r 9 �� d UK cl X•1L'.4'i.'."�t`•.o-. C- I 1 RA ct VC, w t Mix Design Report Fairbanks I�recast & Rebar Addross: 1122 Bradway Road. North Pole. Alaska 99705 PH: (907) 459-4820 CAST 63-6.5 Sack 3/4" Agg. HRWR .40 w/c 6-8" Slump [12] Compressive Strength : 5000 psi at 28 days Aggregate size : 3/4" -- 19 mm Air: 6.0±1.5% Water/Cement ratio : 0.401 Slump: 1.00 to 4.00 in Slump after SP: 5.00 to 8.00 in Constituents : Source of Concrete : Construction type : Walls Placement: Conventional or Pump Unit Weight : 144.93 pcf Design Date: 04/26/2013 Quantitv Densitv Volume 04/26/2013 ABI Type 1/II Cement (ABI) 611 Ib 3.150 3.11 City Water (City Water supply) 245 Ib 1.000 3.93 Grade #67 - ASTM C33 (FS&G - Sand & Gravel Operati 1670 Ib 2.680 9.99 Fine Agg - ASTM C-33 (FS&G - Sand & Gravel Operati 1400 Ib 2.660 8.43 Glenium 3400 NV (BASF) 19.86 floz (US)/yd3 1.100 0.02 Micro Air (BASF) 1.10 floz (US)/yd3 1.010 0.00 Air 6.0%. 1.63 Total: 3927 27.10 Remarks Mix performance is based on ACI -211 and ASTM C-94 and our previous experience; will meet or exceed the minimum compressive strength listed above when tested in accordance with ASTM C-31 & C-39. Batch weights are S.S.D. weights and will be adjusted for moisture content. Note: The amount of admixture may vary to meet mix design requirments. Mix can be field adjusted. Reported by Ryan Morman Approval by:Digitally n M • Digitally signed by Ryan M. Morma DN: cn=Ryan M. Morman, o=ABI / Date : 04/26/2013 ernail=ryan.morman@anrhsand.co Date : Morman m, p=us Date: 2013.04.2614:52:54 -08'00' 04/26/2013 CAST 63-6.5 Sack 3/4" Agg. HRWR .40 w/c 6-8" Slump [12] Mix Design Report Mix Analysis Yield Unit Wt: 144.93 Volume: 27.10 Yield : 100.37 Mix Analysis Vol %Total %Agg % Mortar: 58.3 Cag/Tag : 54.2 Q : 38.8 Tot. FM : 4.85 1 : 22.0 SS -mod: 25.93 Q / Q + I : 63.8 M.S.F : 28.75 W : 39.2 Mortar Wadj : 40.4 Paste and Mortar 04/26/2013 2 Vol %Total %Agg %Mortar %Paste +3/8 7.15 26.4 38.8 3/848 4.14 15.3 22.5 +#8 11.29 41.7 61.3 Mortar 15.82 58.4 -#8 7.13 26.3 38.7 44.9 Paste 8.69 32.1 55.1 Powder 3.11 11.5 19.7 35.8 Air 1.63 6.0 10.3 18.7 Water TOTAL 3.95 27.11 14.6 100.0 100.0 25.0 100.0 45.5 100.0 04/26/2013 2 CAST 63-6.5 Sack 3/4" Agg. HRWR .40 w/c 6-8" Slump [12] Mix Design Report Sieve Full gradation analysis - Percent passing Agg.1 Agg.2 Agg.3 Agg.4 Agg.5 Paste Total Aggr. 1 1/2" 100.00 100.00 100.0 100.0 100.0 1" 100.00 100.00 100.0 100.0 100.0 3/4" 100.00 98.10 100.0 99.0 99.0 1/2" 100.00 54.00 100.0 83.0 75.0 3/8" 100.00 28.40 100.0 74.0 61.0 #4 99.60 0.30 100.0 63.0 46.0 # 8 84.50 100.0 58.0 39.0 # 16 66.70 100.0 53.0 31.0 # 30 55.20 100.0 49.0 25.0 # 50 29.10 100.0 41.0 13.0 # 100 3.60 100.0 33.0 2.0 # 200 0.60 100.0 32.2 0.3 # 325 99.0 32.0 Liquid 64.2 20.6 Pan F.M. 2.61 6.73 • Agg 45.79 54.21 • Total 31.12 36.85 32.0 Agg. 1 : Fine Agg - ASTM C-33 (FS&G - Sand Agg. 2: Grade #67 - ASTM C33 (FS&G - Sand Cummulative Percent Passing Chart 1o0 90 80 Total c 70 0 60 C .y 50 a C 40 V S 30 20 10 0 N (0 O O O O a c0 O O NIN � C Particle Size 04/26/2013 3 i � I -- - - \ ` -Combined Aggregates L- - I 04/26/2013 3 CAST 63-6.5 Sack 3/4" Agg. HRWR .40 w/c 6-8" Slump [12] Mix Design Report Sieve Full gradation analysis - Individual percent retained Agg.1 Agg.2 Agg.3 Agg.4 Agg.5 Paste Total Aggr. 1 1/2" - : ._ 1" �.. - Combined Aggregates 3/4" 1.90 1.0 1.0 1/211 44.10 16.0 24.0 3/8" 25.60 9.0 14.0 #4 0.40 28.10 11.0 15.0 #8 15.10 0.30 5.0 7.0 # 16 17.80 5.0 8.0 # 30 11.50 4.0 6.0 # 50 26.10 8.0 12.0 # 100 25.50 8.0 11.0 # 200 3.00 0.8 1.7 # 325 0.60 1.00 Liquid 34.80 11.4 Pan 64.20 20.6 F.M. 2.61 6.73 % Agg 45.79 54.21 % Total 31.12 36.85 Agg. 1 : Fine Agg - ASTM C-33 (FS&G - Sand Agg. 2: Grade #67 - ASTM C33 (FS&G - Sand Individual Percent Retained Chart 24- 22- - : ._ �.. - Combined Aggregates -3E Total _. IR 0 0 20- -- 'fl C 16- 6 14- 14 1 12- 12 � - -- -- -I-- - - (V V 6- _ i ~ 4- 2- 2 0- m � 01 N 2, CO U Sieves 04/26/2013 4 CAST 63-6.5 Sack 3/4" Agg. HRWR .40 w/c 6-8" Slump [12] Mix Design Report Sieve Full gradation analysis - Percent passing Agg.1 Agg.2 Agg.3 Agg.4 Agg.5 Paste Total Aggr. 1 1/2" 100.00 100.00 100.0 100.0 100.0 1 " 100.00 100.00 100.0 100.0 100.0 3/4" 100.00 98.10 100.0 99.0 99.0 1/2" 100.00 54.00 100.0 83.0 75.0 3/8" 100.00 28.40 100.0 74.0 61.0 #4 99.60 0.30 100.0 63.0 46.0 # 8 84.50 100.0 58.0 39.0 # 16 66.70 100.0 53.0 31.0 # 30 55.20 100.0 49.0 25.0 # 50 29.10 100.0 41.0 13.0 # 100 3.60 100.0 33.0 2.0 # 200 0.60 100.0 32.2 0.3 # 325 99.0 32.0 Liquid 64.2 20.6 Pan F.M. 2.61 6.73 • Agg 45.79 54.21 • Total 31.12 36.85 32.0 Agg. 1 : Fine Agg - ASTM C-33 (FS&G - Sand Agg. 2: Grade #67 - ASTM C33 (FS&G - Sand .45 Power Chart 100- 90- 80----- 70- 60- 50- 40- 0. 0o908070605040o. 30 20 io 0 n0 O O O (D N C MN Lo co m Particle size 04/26/2013 5 t I -Combined Aggregates � � Total solids _t ;- 04/26/2013 5 u I i 1 s t z �aIL VV ! )` � � 1. y f. �•�� r: •r .J �., 1, C. . r! ff t. Li f t � 1 Irl•.. lit t � 1 t. �r„! 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