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HomeMy WebLinkAboutEAGLE CREST #1 TR A LT 39Engle Crest #1 Tract A Lot 39 #050-303-32 .r Municipality of Anchorage �: •" Development Services Department I Building Safety Division ' On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Boz 196650 Anchorage, AK 99519.6650 Page 1 of 2 www.ci.anchorage.ek.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO40416 PID Number. 050.303.32 7avidKristy Drumm an Wastewater System: ® New ❑ Upgrade 166"; E. Wolf Lake Dr. Wasilla. AK 9%54 ABSORPTION FIELD Paan. Hunner a e.aopine 6-5125 4 D Dep TfFiCi ®Sh"bw Trento O BW O MauM D Clow LEGAL DESCRIPTION Bal R8nna TWO Depen fan W" pwe 1.2 GPDXe 7.5 Ft. Bb Lal BWdnaon DWM n ppe bwan from aianel aiwe or" dsph bne"h ppe 39 EAGLE CREST 11 TRACT A 7.5 Ft. 3 Ft Towmhp Rs pe $e : FA .deed sbwe orpnel Vwit Grew Lerpet 14N 1W 7 0.5 Ft. 58 Ft. Well: ®New ❑ Upgrade 5 Jenner of Irm 1 D. ✓ DH wen inee 0 Ft. Fl Cueuauem (pmMe, A B. Cl Tafel Depen Ceeed n Tout tleaptw, arae Pqe Mwu PRIVATE 333 Ft. 333 Ft 500 FP PVC Dryer Dw pow Buiw Wnr Lew lrw Oeu Yi Wd BILL SULLIVM 1011712004 264 Ft WHITTERS 612012005 Ywid pump Set" Ca" HagN Abre pond TANK 20 GpM 323 Ft. 2 FL SEPARATION DISTANCES ® Septic ❑ Hording ❑ S.T.E.P. ❑ Other. To I Septic Absorption Lift Holding ubiupalvate ww" Cmeaty From Tank Field Station Tank Sewer Line ANCHORAGE TANK 1250 Gr wea +100' +160' — — +25 Mnxw STEEL Nunwr of Coapnmwne 2 wfato.witi« +100' +100' — — LIFT STATION La U* +5' +10' — — �e NO LIFT G" .aW« +5' +10' — — 'Poop ori b N 'Poop olr levet M H,an wMer elwm el Faundo m h n N /^ +50' +50' — .. Pump MMe a Mwel EMaraei fuo«hme Ww bf cl.i.ei 0'. Remark. BENCH MARK Looe "Dewpam NAIL IN TREE NEAR END OF FIELD eumw El Vwt 100 Ft Engineer's Stamp BALZARINI 811912005 Inspections performed by: CHARLES Dates: 1" 2nd 812012005 Development Services Department Approvalt 6 3' -7-06 c. NSTOPHER R. CE101�3 7 ; Reviewed and approved by: Date: ca« twot.�'' f •......... •..GCS �xlor+�- d Permit No. SW040416 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: EAGLE CREST#1 TRACT A LOT 39 N 89'59'00" W 132.00' 0 - CLEANOUT N 89'59'00" E 132.00' + — WELL 2nd STREET • — MONITOR TUBE ORIGINAL GROUND ELEVATIONS LEVEL ATo 101.9 A V N F TRENC (NOT TO SCALE) ASSUMED ELEVATION • 1001 MT -1 Q,5' FILL MT -2 TH-1 H F—I I I 6-4 to TANK 1,250 GAL 112.1 107. 107. 97 111.9 4.2' YPA . o . o ° GRAVEL . • ° ,, o 'O ; Q o ° o. 94.4 BOTTOM OF T.H. _a w Ln 0 0 050-303-32 SCALE 1'=30' 2-24-06 10' UTIL_ESMNT.-----7------------------ _ ------------- B.M. X,5',=x-Se' --- LEACH FI ---- D I Z TH I sxNc TIESRGSCRV6 s7t NNE 0 O s.2 O o I C J1.Y' 17.7' TANK l.. �v 6P1CO p 1se.s' Ja.s I o =lI B � •I � I I I EXSITIN� I HOUSE Ln I Ln I . 0 o 1 I I k�-WELL 0 - CLEANOUT N 89'59'00" E 132.00' + — WELL 2nd STREET • — MONITOR TUBE ORIGINAL GROUND ELEVATIONS LEVEL ATo 101.9 A V N F TRENC (NOT TO SCALE) ASSUMED ELEVATION • 1001 MT -1 Q,5' FILL MT -2 TH-1 H F—I I I 6-4 to TANK 1,250 GAL 112.1 107. 107. 97 111.9 4.2' YPA . o . o ° GRAVEL . • ° ,, o 'O ; Q o ° o. 94.4 BOTTOM OF T.H. _a w Ln 0 0 050-303-32 SCALE 1'=30' 2-24-06 certitteb 3Drtlltna 11139 bY WO00.db. SULLIVAN WATER WELLS h v 6& /d sR.o 0 ••J Z f�rro�.t�,t � CcSJt3a.e�' r.� << 6 f-- s«-. jS1�Ty 6R.�-J1s�- ��MT.fisJsa. c I0/I0 39Vd NVAI-rrG 6SZZ009 ZE:9I 900Z/LZ/ZB Municipality of Anchorage P.O. mos 1NTZ0 • Anchomp, Alaska W519 -66 N) • Tcicphonc (907) 313-W] • Pus ((l()7) 333-&."'(X) 4700lkagan' Strccl • Anchone, Alaska (YR i Mayor Alark Bcgich September 13, 2005 Theodore McNamara 5914 Northwood Park Circle Eagle River, AK 99577 UINIV IMIlLorg Building Safety Dbdsiort Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040416 Legal Description: Eagle Crest 41 Tract A Lot 39 Dear Mr. McNamara: An On -Site Water/Wastewater Permit, number S W040416, issued by this office for a single-family system, will expire on October 04, 2005. The permit is valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, j� Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Colnlnunity, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 8 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. SW040416 Legal Description: EAGLE CREST #1 TRACT A LOT 39 Design Engineer: 0848 Eagle River Engineering Services Owner Name: THEODORE MCNAMARA Owner Address: 8914 NORTHWOOD PARK CIRCLE EAGLE RIVER. A 99577 - Date Issued: Oct 04, 2004 Expiration Date: Oct 04, 2005 Parcel ID: 050-303-32 Site Address: 19539 SECOND ST Lot Size: 17820 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. ❑✓ 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 specked 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (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 dosed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: d o O Issued By: _Lt l r/ Date: o Municipality of Anchorage • -� 'Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ek.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D._Q'$d -3-3 Permit Number SW Property owner(s) Th&V ol?IZ 4— Titoir6 Id tX h.rti 41?A Day phone ailing address (1) coli j A)a9 aL,db jUA-r- CTQcr_r^ N&g address (2o_ct5m pt R' Zip Code aQ53-3 Legal description (Lot, Block & Sub'd.) CA! L.9 r-P&S► *I 7'/Z A- Lo T- _'? 2 Legal description (Section, Township & Range)SEC_ 7 0 7_1!JAJ R t r^% Lot Size 118AD Acres/Sq.Ft. THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool 3 Number of Bedrooms q Well Only Water Storage Jacuzzi Water Softening Unit certify that the above Information Is correct. I further certify that this application Single Family Dweliin / nd�Is in accordance with applicable Municipal Codes. of property owner or authorized agent) Permit Fees: 6 3'!r Waiver Fees: Date of Payment: 9,/?,,/C% Date of Payment: Receipt Number: 08 Receipt Number. (Rev. 12100) e Is being made for a J Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 6943297 fax September 28, 2004 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Eagle Crest #1 Lot 39 Tract A Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (EKES) was contracted to design a septic system at the above referenced property. The proposed septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all relatively small, but have been laid out so that there is ample room for wells, septic systems and alternate sites. 2. Immediate neighboring septic systems are all +20' distance, and no private (or community) wells within 100' of the proposed septic system. 3. This permit is for a well and septic system. 4. Drainage will not be affected and is not a major consideration in our design. Development of this lot will not adversely affect the wells or septic systems or reserve areas on adjacent lots. The aquifer is 200-300 feet deep, and is confined by tightly compacted silts and clays. The contractor intends on adding approximately 4 feet of fill over the original grade at the septic system. If you have any questions please call our office at 694-5195. Sincer ly, V'W Christopher R. Wood P.E. P , Principal 0003\04.109SEPTICNARRATI V E.DOC Z O r O w ao JNDEVELOPED L4 Tf O O SEPTIC IDD WELL RADIUS----- CAREA LOT 22 N 89'59'00" W 132.00' SEPTIC CAR EA i.1 SEPTIC CAR EA 0 O W ECL RADIUS NUYU9LU NEW WELL-/ N 89'59'00" E 132.00' i NOTES: 1. NO KI�OWN CURTAIN D 2. NO KNOWN SURFACE H2ONS 2hd STREET' SCALE: 1"= 30 i LEGEND/ ' ------ 100' WELL RADIUS b - SEWER CLEAN OUT - PROPOSED LEACH M 1 TEST HOLE ¢ - WELL E - DRIVEWAY • MONITOR TUBE - - EASEMENT ' WELL SEPTIC SITE PLAN LEGAL: EAGLE CREST #1 TR. A LT 39 OWNER: MARK LAWTON CONTRACTOR: GUARANTEED SVCS. JOB 04-109 1 DATE: 9/25/04 SCALE 1"= 30' EAGLE RIVER ENGINEERING SERVICES A10421 VFW RD. SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 .CHRISTOPHER R. WOOD. CE -10387 10' UTIL. ESMNT. i2.� L_ , ---- ----------------- 1157 5' % 58' LEACH FIELD 1 3 i37. TH IZI f --i ql — WELL RAO -/US - REPLACEMENT FIELD 0 0 �s y r� N I N1' INSTALL NEW • I `. 1.250 GAL PROP. 4 SEPTIC TANK BR. HOUSE a< -------�0---µ,EL _d , d < a ' 1 � � a � e _ i i a SEPTIC CAR EA i.1 SEPTIC CAR EA 0 O W ECL RADIUS NUYU9LU NEW WELL-/ N 89'59'00" E 132.00' i NOTES: 1. NO KI�OWN CURTAIN D 2. NO KNOWN SURFACE H2ONS 2hd STREET' SCALE: 1"= 30 i LEGEND/ ' ------ 100' WELL RADIUS b - SEWER CLEAN OUT - PROPOSED LEACH M 1 TEST HOLE ¢ - WELL E - DRIVEWAY • MONITOR TUBE - - EASEMENT ' WELL SEPTIC SITE PLAN LEGAL: EAGLE CREST #1 TR. A LT 39 OWNER: MARK LAWTON CONTRACTOR: GUARANTEED SVCS. JOB 04-109 1 DATE: 9/25/04 SCALE 1"= 30' EAGLE RIVER ENGINEERING SERVICES A10421 VFW RD. SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 .CHRISTOPHER R. WOOD. CE -10387 Eagle River Engineering ,Services Christopher R. Wood, P.u. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Eagle Crest f11 Lot 39 Tract A September 28, 2004 A. GENERAL 1. The well and septic plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or casements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. SEPTIC TANK 1. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade maximum — 1% minimum and insulated with 2" of burial foam if shallower than 3 fl., with 2 fl. minimum. A foundation cleanout shall be installed within 4' of the house foundation. 2. The septic tank shall be an Anchorage Tank 1,250 gallon 2 chambered septic tank. Contractor may submit alternate tank and for approval, as long as it meets MOA requirements. Two opposing aller- tank cleanouts shall be installed. C. DRAINFIELD TRENCH 1. The drainfield is to be located as shown on the site plan. 2. The total depth of the initial drainfield excavation is to be 7.5' max. relative to existing ground elevation at ground water monitor tube and end in GW/SW soil material, with 3' of GW/SW material at the sidewalls of the drainfield. The bottom of the drainfield shall be level, plus or minus 1.5". 3. A 3 foot layer of sewer rock is to be placed over the native sand and gravel. The 4" effluent piping is to be laid on top of the gravel layer with, with 6" additional gravel added as follows: 4" along sides of effluent pipe, and 2" of gravel cover over the piping. 4. The completed drainfield gravel and piping is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of+3' or equivalent is to be placed over the leachfleld. Soil shall be mounded over the trench to prevent runoff from ponding. RECOMMENDED LEACHFIELD DIMENSIONS: TOTALDEPTII= 7.5' GRAVEL DEPTH = 3' under effluent pipe, 2" over pipe DRAINFIELD LENGTII = 58' DRAINFIELD WIDTII = 5' SOIL RATING = 1.2 GPD/Rt BEDROOM CAPACITY= 4 SEPTIC TANK= 1,250 gallons EFFLUENT PIPE= 4" diameter of Muni and Engineer approved materials and construction Twenty-four (24) hours notice required for all Inspections. \\Gres\DOCS\WPDOCS\2004\04-109drainfield- rpec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694x195 ERES Project No.: 04-109 Calculated By: CW Date: 09282004 Legal: Eagle Crest #1 Tr. A Lot 39 TEST HOLE 1 Single Family 4 Bedroom Dwelling Shalkrw Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 1 minutes per Inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 500 square feet Trench width (W) = 5 feet Gravel depth (D) = 3 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.58 04-109 drainfieldCalc.xls Total Excavation Depth = 7.5 feet Required length = 58 feet 11:51 AM09282004 Municipality of Anchorage Development Services Department Bung Safety Division • a! On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196050 Anchorage, AK 995198650 ,,WN .cf.anchoraoe.ak.us (907) 3417904 Performed For. Legal Description: Depth Soils Lo Percolation Test. 9 " �ssior+►y Am 1-,4 k I 7 -OA) Date Performed: Z it St PT O x/ CA_(i L E C (? 6,e is1 V /} [Cn 19 Township. Range. Section: 71140 P I LJ 5 rG 3 FI't,t-f0izkA LS 5-� SW-�hi 6- o 7- Q a' 61Z4n)G�� g_ o' 9- 44 c 10- 17- 12- 1-7 C; 11 7-12- F11 COMMENTS WAS GROUND WATER ENCOUNTERED? t.S � IFYES,ATWWITDEPTH? 17_.5 e L Depth to WatarAnerO u"Itodng? 12.5 a Date: q /L rcnwv�„�n nn,c /. / am�uavnmr VtRG ROLE DIAMETER TEST RUN BVMEN If AND _FT PERFORMEDBY: 60 S 4 wt> I 4/� s -//CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �� Gtji?yS c-Jo�� -� Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program ` 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 9951M650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLINGr� Parcel I.D. DSD � 303 3� COSA # l 000 Expiration Date: 6-7-06 1. GENERAL INFORMATION Complete legal descripti Location (site address) Current Property owner(s)/�V.t/y<A v✓irn Day phoneA Mailing address � 00 W LF (Akr R. j/ )A3 I � 14 , /i1C. 99 694 Lending agency Mailing address Real Estate Agent Mailing Address Day phone .. i • Day phone rbi - . Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Individual On-site ED Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Onsite Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Eagle River Engineering Services Name of Firm yryy Rd., 6uite rPe Address Eagle River, AK 99577 Engineer's Printed Name (-/)r i 242he r r2. 4.0md 5. DSD SIGNATURE ✓ Approved for bedrooms. Disapproved. Phone (A r/ - S 1c15 Date 31410'6 Conditional approval for bedrooms, with the followir Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Gt/ cYc/l Original Certificate Date: 3-2-6a (Rev IIMS) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onske (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: /'cw— C2Ze,Of I %aA zaxl Parcel ID: A. WELL DATA Well type ' ` If A, B, or C provide PWSID # _ Well Log B)N) Date completed Y Sanitary seal &N) _%:S Wires properly protected ®/N) YC S Total depth 333 ft. Cased to 333 ft. FROM WELL LOG Date of test /O //7Loq Static water level 7 K4 ft. Well production 20 g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate T mg1L Arsenic: mgA Date of sample: Z/72 06 s/,l/o 6 B. SEPTICMOLDING TANK DATA Tank Type/Material Sz pie_ 1.51t1a Casing height (above ground) .24 In. AT INSPECTION Aelf A, If ft. N/i) g.p.m. Other bacteria © oolonies/100 mL Collected by Date installed `a/20% S Tank size /,.2.6'0 gal. Number of Compartments a- Cleanouts ON) _ YE -5 Foundation cleanout &N) Depression over tank (YQ) �1)0_ High water alarm (Y/ l3 vo Date of pumping NONe R6Q1D Pumper A/ L+ C. ABSORPTION FIELD DATA Date installed Soil rating g.p.dJft2 or fe/bdrm) System" D 24rNFi Erb - Length 15g ft. Width 5 ft. Gravel below pipe _ 9 ft. Total depth 0V_ ft. Eff. absorption area jEQQft2 Monitoring tube yf�_ Depression over field Ato Date of adequacy test No&Vc P-60 Results Pas ail) For _q bedrooms Fluid depth in absorption field before test tL4 in. Water added-ll(tgai. New depth,41/4_ in. Elapsed Time: V/4- min. Final fluid depth A11.4 In. Absorption rate >= KOO g.p.d. Any rejuvenation treatment (past 12 mo.) (Y& type)�1Qx1 i UE 0 if yes, give date N/A D. UFT STATION Date installed Size In gallons �� `Pump on' level at _ in. `Pump off" lev •. == Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAiff station on lot -t 100' Absorption field on lot -1/00 Public sewer main t / 0 0, High water alarm level at in. Meets alarm 8 circuit requirements? 0 On adjacent lots fi On adjacent lots 't' leo r Public sewer manhole/cleanout f"/M r Sewer /septic service line -t a5 ' Holding tank f /00 r Animal containment areas low r Manure/animal excrete storage areas */V0 r SEPARATION DISTANCES FROM SEPTIC/119E96016 TANK ON LOTTO: Budding foundation 4— r Property line -t Absorption field "r Water main f- Z 5-- Water service line rt Z S Surface water +/00, Wells on adjacent kits 't/oo SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line t /o , Building foundation + /0' Water main 1- W Water Service line 1' Z S Surface water -f too Driveway, parking/vehide storage r 2 Curtain drain 16o Wells on adjacent lots I loo r F. COMMENTS G. ENGINEER'S CERTIFICATION I y that I have determined through Held Inspections and 0? 4 reviewviewo/ Mun�el records that the above systems are in '>k'' conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name ��nn5 n%nr Imo. (�% fxOtl310PfENR CEMW Date 3 /o4/0 6 COSA Fee $ `4Z4 4 S Date of Payment - Mc, -f Receipt Number (Rev. 1IMS) Waiver Fee $ Date of Payment Receipt Number SCS ReLM 1060859001 Client Name Eagle River Engineering Project Name/# Eagle Crest No 1 L39 Client Sample ID Eagle Crest No 1 L39 lltairin Drinking Water PWSID 0 Sample Remarks: All Datesll'Imes are Alaska Standard Time Printed Daterrlme 03/02/2006 8:06 Collected Date/rime 02/22/2006 15:10 Received Date?Ime 02/22/2006 16:03 Technical Director Stephen C. Ede Metals by ICP/M3 Arsenic ND 5.00 ug/L EP200.8 C (< 10) 02/22/06 02!22/06 SCL Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Nitrate -N ND 0.100 mg/L EPA 353.2 D ("10) 02/22/06 1C Metals by ICP/M3 Arsenic ND 5.00 ug/L EP200.8 C (< 10) 02/22/06 02!22/06 SCL 03-02-06;16:43 ; ;907 561 5301 # 2/ 2 i SGS/CT&E ENVIRONMENTAL SERVICES Drinking Water Analysis Report for Total Coliform Bacteria "" eam m"m oN RlvaRsa I= acrom an I - " "r 1 OUMPLETED by WATER BUpPLtER 13 PMUD WAWR SVOUx W/ D PRIVATH WATIR MUM a -M law.. 200 W. POTTER DRIVE MCHORAQF4 ALASKA 9 Te@ NT -632,1343 For qW-501.8301 1061011:-- Tm--P.ryd� 400r w ayl p Serle as coa.ctor — ..y-mas rurposs TO BE COMPLETED BY LABORATORY - t3amDle • Dale:�•�iCi'B (]Iemydemrwb.w..M; Tim.:, ambew1wes" ❑ RUSH SAMPLE Dalvery Method: ' R.aar Phone M: Reoeived ay: Fox M: Csnaa-ra.;.00F,. .................................................................. . PsclsrlvlDDicalWeterAnaro t a ... Anawl s"": Aedy�tr -•T�� MWyaael MNhadt Membrane nier NNGOW pW RtlauLTel TW wromS bC-k, P MaRAN[PILTSRKnMTh 0'vM u* —?11—' CabnMalloomL vwftkm twdMADEC ANG FBK M7 D-Wrima; e -m to Co-ra Rwned Q Famed Q MMO-MUG(P!A)' B Rbr . rrro. t—Sausfactory _� a 13Unsaffarectory a.Pe.ua 13y:ZZ as FDImPFW.00ea tvrTM3 LOT 39, HAS 17,820 SgXr. or APJIA 10' UIIL ESM(. KOOK orad F.%STAO HOUSE 132.00 t "mf aQnc `stone 0 0 tri Cl) W il) V' C17 Q Co N m FOR: DNT PROPERTIES INC. Date soak Legal Deecri on E-1-06 1" = 30' -LanMark grid Asbwfit lot 39 moat >iwwesime a dw� a•e NR055 2800130 EAGLE CREST Au"CbCVan. Drive,Alaska 9XW Drawn by Field Boot SUBDIVISION l�o+l ON -0000 D.H.B. 220 N0.1 I hereby earthy that the proptrty described hereon has bora Outryped by tae, or at m7 dinetion, and that ws improvements situated thereon '�r�\\\\It :J4, 14� am am within the property lines and do not overlap or encroach on the property lying adjacent thereto micas otherwise shown. That no •• '9 • i �Q: • s.��� provvmmte on the properly hying adjacent thereto saormch on the �� mlew in question and that them we no roadways. transmission/ kee *; ;'49��••••9tk or other easements en mad property except as shown. /......... It is the responsibility or the owner or builder, prior to eonstruefien, / ........ . fp•••.............• •/ to terity proposed building grade rotative to finish grade and utilityMARLES E. FORCES e / IIS+, connections and to determine the exietenm or an easements, coveants. LS -7326 ��Z or restrictions which do not appear on the reeerdtil subdivision plat ��-, , et m .•� •rr r Listed iteddistoeess prevail over scaling. foe ,. �p/mss/ •••••o\`ee�r ReproductionV cause distortion. l\a!rtl0e__��