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HomeMy WebLinkAboutSIEFKER #2 LT A-8C0 Siefker #2 Lot A -8C #015-272-36 -tel 1 Municipality of Anchorage �» ,,k °.a+:::-,< Development Services Department `"'•' \� Building Safety Division - On-Site Water and Wastewater Program. 4700 Bragaw St. P.O. Box 196650 Anchorage. AK 9951M650 Page' ofLj www cl.anchorage.ak.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: :5-WQ60112 PID Number: D / S- CP7 —36 <'tn r7.} ` Wastewater System: Qj New [IUpgrade AMn1 e*rdP1ty_, kzhy,,aqe.je ABSORPTION FIELD P"W•as-/— sas R.mWrp/B.aroam. w1Dwp T.h O". TrAm O Bad pm..w pOm« LEGAL DESCRIPTION SM Ramp j o� TWA DwA from wp" grad. I. GPDFI' FI. glad Lot— /� / Sue h,,aw. `KW/ � a ^/ DwM U, VM Eoeam ern W .)al pnWr Gravr d•Iwl p«w«h PW q t CTL fk Ft. FI 7~01PRange Section. Fd added Wow Wpnr 1 Gray Lerplh: FI. 7 FI. Well: New [:1 Upgrade G"°` r °P 3 "ems« aMa. D"t«^".« 1.6FI. FI Cbar6oaon (Pnvaa�Pt•�. A B. C) (.*re_ TWA Dwelt FI. cow $0. 109 F1 Tolr WoWpow "a Fr P.Pe Wt•nr ASTA Q3g3q1j=,g,l0 Ma en Dat ON P meta« © Date Metaled . e rr Q FL —18-06 Y.rd ^/ 00 ft $elpt r /p$ C•rrp Hrph1Apova G,r TANK GPM FI. Ft SEPARATION DISTANCES IXSeptic []Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Lift Station Holding Tank Itiblictidvate Sewer Line Mtad a, wao'r �D50GM wan I J I` vvvw/,111 ./Fifield / �1 R /� /� �(-1J Meteor. E Nwro•r of CompanrMma ��C) surface wal« t ' � LIFT STATION LOI LIM Wl Fwtdauon 2:� t 'Poop M' I•vr at 'Ptxtp OR Wph thin alarm •I In m In. Crlrn Drrn Pr Mak! a maa .pW%wa by ElacmPedomt•d R.m s BENCH MARK Louton w D•wPam 7op wr1Krcffg H .r lerwon. 100 Ft 17034 Eapta River Loop Road, No. W M Inspections performed by: Gates: 1 9-16— Engineer's Stamp •x, ,Ind 8- IS-06 Development Services Department Approval ....... Conditional Approval Date: Reviewed and approved by: r Date: 6111Q %% (Rad O4106) ^moi PERMIT No. SW0601 19 PACE 2 OF 4 Municipalityof Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 •Anchorage, Alaska 99519-6650 • Telephone; 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT A -8C, SIEFKER S/D #2 P.I.D. No. 015-272-36 I � G N I I I I A I NEW 4 BEDROOM I I HOUSE FCO I B TBM NEW 1250 CALLON C HDPE SEPTIC TANK IP TMT o \V I a ST1 %8 ST2 ALT. SITE _ _ _ M — — DBL1 & 1 1 W _ — — DBL2 MT1 MT CO1 CO2 NEW TRENCH 10' MIN. SCALE: 1• - So' ENC MP L-------------------- 10' UTILITY E�'' `+;�t� , •MI � ♦ ''� A. Sbdiw SEPTIC AREA �i� a PERMIT No. SWO601 19 PACE 3 OF 4 Municipalit of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT A -8C, SIEFKER S/D #2 P.I.D. No. 015-272-36 � C AREA ~ I I I I O I I )LOT -8B r I I I I v I I ' I N I I I I~ z I 1 IW I I A W I E—, NEW I I 4 BEDRHOUSE W 09L';., j p W I I FC ' �q"'-• I o ' NEW 1250 GALLON I I I HDPE SEPTIC TANK I I TNT I ••TT1 2 I 1 ALT.;IT1.-- C------- 7 DBL1a DBL2 foo I I I ___ _— NT NT 01 I F� I I I I _ _ _ 1 CO2•- NEW TRENCH I W (Wy I I 10' MIN. ' I I L -------------------- 1 ----------------------J 10' UTILITY EA WENT , \C] I SCALE: 1� . 50' SEPTI C AREA - � ENGINEER STAMP LOT A -7B% �9 y� �P ; • ' �•M•w \ M�N �Q� J : A. Mie a M. 14P.4 If PERMIT No. SW0601 19 PACE 4 OF 4 Municipalityof Anchora e DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT A -8C, SIEFKER S/D #2 P.I.D. NO. 015-272-36 FINAL GRADE 92.7' FINAL GRADE STI NEW 1250 GALLON HDPE SEPTIC TANK MT1=86.6' MT2=86.6' 95.8' 2" INSULATION 2.5' C01=96.6' CO2=95.6' ORIGINAL GRADE = 95.6' A NO WATER FOUND 79 A' B.O.H. E0.6 e -f4:;) 2" INSULATION C01=90.8' CO2=90.8' N. T. S. k z 33= LOT iho Ioestion of the ntrueture(s)as A- 78 shownvi. ih1310Cord drawing (as•b � 1) CCmpll©S w.Mjile 21, AMC. V� eY: Date: Lot A -8C , Block -S%efkcr Juba7v%S/On N0.2 Anchorage Recording District, Alaska (72-/&3) OT SURVEY CERTIFICATION 1 hereby ewtlfy that I have eareeytd the property ohoen and deeerl W hare", and that no Mvr fnts actuated M«eon ars wltMn the Prep. arty xnet and do Pat onrnp w aaeroaeh on od)aoent propwty and that no Inp ow was on odiaoant property overtop or onaoaah on the pnwlws In eueetlan Dred that Men we no roadways, atllity Brews, or when alelhts saeanents on sold property except a Indloated henw. Scale ,�, Date Prepared by: R. L. BUTTON e 50 Repislered Land ELrveror ' © 05-18 -CG 0=279-6200 5/9 W. EiyhthAvdt APC&Y We A/0eA>7"M/ RetS W 2635 I F. B. No. ' - 13 I Property of ,Senn � L!scr Rood ' L tion i 0 sr �•• 151192 • •r � 4 AOFrS .. CPNP Ecoomonto of nowd othw Man Mw oaho.n an A1. ` the Nn M"W",at of record we not aho�n reen w� otneradae 00 04. LEGEND 0 Brass or Aluminum capped monument recovered O Iron pipe and/or mbar recovered. 0 2 x 2 hub 6 tack recovered • . 5/8!'x 30e rebar set this survey --d-� Fence Line (Approx. Location) Scale ,�, Date Prepared by: R. L. BUTTON e 50 Repislered Land ELrveror ' © 05-18 -CG 0=279-6200 5/9 W. EiyhthAvdt APC&Y We A/0eA>7"M/ RetS W 2635 I F. B. No. ' - 13 I Property of ,Senn � L!scr Rood ALPINE DRILLING & ENTERPRISES Permit Number,NSWO601I Date ofXasue:" Q6 Parcel Identification Number. 015-272-36 Date Started -6O Os • . , Date Completed: 6-9-06 Is well located at approved permit location? ® Yes ❑ No Legal Description- Sietirer 112 Lot A Property Owner Name & Addreas: Sean & Usa Rood 2701 Jelford Place Anchorage, Alaska 99517 Borehole Dafe9 "; I, '• 1 -'. '. Soil Type. Thickness &. Water Strata stick-up Depth (ft) From To 0 2 Method of Drillingai ®r rotary ❑cable tool Casing type: steel Wall Thickness:.250 inches silty cobb/y gravel 2 12 Diameter. 8 inches Depth: 109 feet silt 12 21 Liner Type: silty eobb/ygravel gravelly sill cobbly gravel gravelly silt water sand & gravel 21 30 65 90 103 30 65 go 103 109 Diameter. inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): $_4 feet Pumping level-'-L09-feet after 2 hours pumping 2Q gpm Recovery Rate: 20 gpm Method of Testing: air i Well Intake Opening Type: ® Open End ❑ Open I Pole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite granules Volume: 1 -Depth: Start 0 feet Stopped ?feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ❑ Yes ❑ No Method of Disinfection: phlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 City 99511 Zip Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. JUN -2-2007 02:17A FROM: 70:3437997 P.1/1 Oevd*e+wet aerWes bg4rtwan SUROV MM OWN eAau. VM4r A WutwetatW f*yreq 4700 &My= SiKelt P.O. box t11ds0 Ads* Ant k"s, At 115IM00 Nuo Pump Iinatellatlopp Lop • x-s�13-997 Wwll Define$ ►wolf Number, Ditty of heat - Pared 140dflrt8ea Ndmbm,, _ GeylD�ttetw Chet lot �J�OtQawrtaTemelAtdnwc � 5ea w (Lood J�'eiSkef "latch lkPo DdOO ater d WUI essbaa i _ ro not ft"lNosarmtra'wNoso Knit, Ptlnevumw: /L!5-0'7 —I f5'0 romp at" PelenA{eptwrX=UlDlrw -� (ewc t PldenAdaf4erl►L>tedeemw�'wNeettt � i' l PldsaAdsPWl=ftDem VIA V -KO CO K Won Dhwu and Coes Ctwrletbo? VLVSI 0 No moibod of tMiende.l k ee i rc• Cessuer!I CALL FOR SERVICE Comploto Walar Systom SeMoo — Utow PUMP & WER SEBVICEI LLC BRIAN WILLS ANCHORAGE EAGLE RIVER (907) 946.0365 (907) 622.9335 AU=dntl6spmgle�titw►elulttwautdewPumPEoiallmiat.IglsDllD+ridds70aMmfpwelu.U.des MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO60119 Legal Description: SIEFKER #2 LOT A -8C Date Issued: May 30, 2006 Expiration Date: May 30, 2007 Parcel ID: 015-272-36 Design Engineer: 0003 S & S Engineering Site Address: NHN JEROME STREET Owner Name: SEAN & LISA ROOD Lot Size: 48972 SQ. FT. Owner Address: 2701 JEFFORD PLACE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99517 - This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 (1 BAAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Issued By. Date: S-61 /y 6 Date: Jr o O. Municipality of Anchorage -• Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsile (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0I5 - -- ai�AZ�2 -�y / Property owner(s) 5e rl Rood Day phone 229—bS,25 Mailing address a-701 Site address O tAQ Zc-iE: 4* • Zip Code Code -5/7 Legal description (Sub'd, Block & Lot) Lot J— OX/ S ie -F ker s18 #a Legal description (Township, Section & Range) Lot Size �� Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms Iq THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. 535 ENGINEERING I � 171134 Eagb River Loop Rad No. 404 E"* River. Alaska 99577 (Signature of property owner or authorized agent) Permil/Rush Fees: 4V6 o y /7 f Date of Payment: f Id i I o 6 Waiver Fees: Date of Payment: Receipt Number: Receipt Number: (Rev. 11105) ROBERT C. COWAN. P.E. ROBERTA. SHAFER, P.E. CML ENGINEERS (907)694-2979 FAX(907)694.1211 May 19, 2006 W-kT"XAHORITV W`''W1 MUNICIPALfrY OF ANCHORAGE Development Services Department P.O. Box 196650 SEWERSWATER Anchorage, AK 99519 WIRIEXTENSOW REFERENCE: Lot A -8C, Siefker Subdivision #2 SEWER 6 WATER ►srEDTaN It is requested that you issue a permit to Install a new septic system to serve the proposed four bedroom dwelling on the referenced property. ENQWERMSnXXS A test hole was excavated and a percolation test performed. The approximate location of AMORERORTS the test hole is located on the attached site plan. At the time of excavation 515/06, ground water was not found. After monitoring, no ground water was found. „EUMPEUIO„ We do not anticipate any adverse effects on neighboring wells, septic systems, reserve &FOWTEST areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. SITE RAMS If you require additional information, please contact us. Sincerely, ROADOESM ��/yam//�//�'' -, /`////7' W& TEST on bent C. l.owan RCC&jj Enclosure PERCOLATION TEST STRUCTURALS KCKgfr& PLSPECIIDFB ONSITE WASTEWATER DWOMSVSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 1" = 60' DESIGN SITE—PLAN r------------------ SCAt r-.3 \_ r O N I Li G N V N i I ALT. SITE P 1 C', 47LOS9Sw .. oxo 1 L4 "� �`� 1 n .r.0 A;w i I -n rl z -n rn y s� nm�a zm� I pp •�'T' n -D rL�,yy O 1 1 1 I 0�` ,10+ti �1iM ma r O O " MN 1 so a �I xo 1 O r� C" o i ^14QOIC 1 Tf. ^co 1 yCi o v n c t... O a i D I c I O ^,yF i pda a d s�,o I or r------------------ / r-.3 \_ r O N I Li G N -rr N i I ALT. SITE P �S[ .. NNOi O.O C:) v ti 1 n I .. _o I om Mo MM -I O noe ml DI I 'M =� O 1 1 1 I 0�` ,10+ti �1iM ma r O O " MN 1 so a �I xo I c I ^14QOIC 1 Tf. ^co E►L LOtAT�O.� I , -. c -----------� I JEROME STREET ------------- -------------- �Z-4 I b •' or O p A / r-.3 \_ r O N G N .. NNOi O.O C:) v JEROME STREET ------------- -------------- �Z-4 I b O p A / r-.3 \_ r O N .. NNOi O.O C:) v (n n 1 TI ml DI O 1 1 1 I 0�` ,10+ti �1iM 1 1 1 1 1 r I O a I ' I c T 1" = 40' DESIGN SITE -PLAN it �Cc H I �� OI'W A c0 d sons A I c ` w000 �w 1 11�M 00 m � Oda czi A rq m SNS�� 1 `J '�•I �=tlu� � � C7 Wz r------------------- --- — -00Ad- 1 Orm I ct �N.o to r, I z _ _ ALT. _ _ -r II li Z C------- �� N 1 " x► O No 0 a O O v I V ^ pILA 0 C=] } I ^ rlo oA Dm -vo morn y mo r1l np 113M 100\ 0 n '17 I mm xm Sn\oda n ?r c 1 -DO : v o r Cil Zo \k y Y � O D rn �> N m d ma l 0 A I I �I z° zl N omo �tp L'I m o w rn I 0v I • O 0n *von I O, 0 O / N OAmO I �y xp= I Yn OCO O < I <<� O Q9XOa '1 O o —7'i Z � I < :' o 1m <� J ff1 ,Aj S � �a L lOr UTILITY EASEMENT a 'AlJEROME STREET Municipality of Anchorage Development Services Department Building Safety Division y,r On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 995136650 www.ci. anchoraae.ak.us (907) 343-7904 Performed For. Legal Description: Depth 1 5- 1 JSmti V' 12- -- 16- 17- 18- 19 - �'� ROBERT C. COWAN CE -8801 41 ell - Y •Y\ Sit Log - Percolation Test 1 S/nw i� —Dale.Performed: 1+'I TX, � 1-FRCQ- --W2 Township, Range, Section: _ —CaUJ�9tt� rjs4.4 S4e�p ML �It WAS GROUND WATER ENCOUNTERED? S IF VES. AT WHAT DEPTH? L O Depth to Water After p Monitoring? 17e� E Date:rJ/��' Reading Date Gross Time Net Time Depth to Water Net Drop 12ifiri'� j II ✓'< .2 -.5c) PP) Iseit b • o>'m V " 101 2: 11 0 31 o 2:51 to 3" 10 2.52 l3' o 3:DZ' ID 3i/ " D PERCOLATION RATE ( I. 1 . erhrn) PERC HOLE DIAMETER 4� TEST RUN BETWEEN FT AND C, Fr COMMENTS S & S ENGINEERING PERFORMED BY: 17m4 Fanti River LoonReed Ne- Rea 1 - >`� CERTIFY THAT THIS TEST AS PERFORMED IN A�Rlki�iF•YlliyllAI447�3E AND MUNICIPAL G ELINES IN EFFECT ON THIS DATE. DATE: `��710 G ROBERT C. COWAN. P.E. ROBERT A. SHAFER PE. CML ENGINEERS (907)694-2979 FAX(907)694.1211 IE&THAW DRITY ON-SITE WASTEWATER DISPOSAL SYSTEM APP"AI.S CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWER 8 WATER \URI DMNSIWB REFERENCE: Lot A -8C, Siefker Subdivision #2 May 19, 2006 SEWERLWATER MPIC1O" GENERAL: 1. The scope of this project includes the installation of a new 1300 gallon HDPE ENGINEERNDBTUDIEs septic tank and a septic trench to serve the proposed four bedroom residence ANDREPORTS located on the referenced property. 2. Construction shall be in accordance with the approved site plan and design WELLINSPECTIOR drawings, Municipal permit with any special provisions or conditions, and all SFWWTEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground SITE PLANS utility locates. 4.. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. ROM DESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their NEST own systems must also receive prior approval from the Municipal Health Department. PERCOLATION TEST SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. VRL CT„RA14 MCIUMCAL INSKCTIONS 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE204 • EAGLE RIVER ALASKA 99577 Paga 2 Lot A -9C, Saf}kor Subdivision 02 May 19, 2006 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCII/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot A -BC, Eaifkar Subdivision 02 May 19, 2006 11IINIDIUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: TvneofPit) Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Pago 4 Lot A -SC, Saitker Subdivision N2 May 19, 2006 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre - construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Sean Rood 2701 Jefford Place Anch, AK, 99517 (907) 229-6525 Municipality of f.nchorage On -Site Water E. Wastewater Program To whom it may concern, 1, Sean Rood, intend to install my own septic system on the lot, Siefker #2 LOT A-80. I arr building a house there this summer, and am installing on-site water & wastewater facilities. I am aware of the regulations and codes governing the in %)tallation of a septic system. I am also familiar with the excavation, grad ng, material, and piping necessary to install this system. own a 1991 CA: E Backhoe/Loader, which I have operated for 2 years now. I am currently doi Ig the dirt work and digging foundations to grade for 2 different houses, 1 being my own. S & S Engineering has provided me with the design spec:• and location for the septic system. if you have any further question please `eel free to call me at the number listed above. Sincerely, jao� 4j Sean Rood T00 n =3 93IA NY300 S94SZ41 LOB Iva LSM 900Z/90/90