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Home My WebLink AboutDOUTHIT LT 2t)outhl'*t Lot 2 #050-273-40 Municipality of Anchorage Development Services Department Building Safety Division Ort-SAe Water and Wastewater Program, 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 9951M650 Page 1 of 2 www.cLanchorage.sk.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO60. ' $ PID Number. 050-' :L73-.'YO Nen' ITHIT Wastewater System: ® New ❑ Upgrade Adtr RARANOF ABSORPTION FIELD Pnar Nero« or 6e&a : 0 Doti, Tmxh O gha O TrwCh ® 8W Cl Mama O Dew Sod N"+q: TOW DMh fan onprrt Pees: LEGAL DESCRIPTION 0.7 Gpow? 3.7 Ft. Blade Loi Wd otn: DOM q PW Datum fan"H areae. Greet pepm ewrem PW'. 2 DOUTHtT 3.1 Ft. 0.6 Ft TOWWW: Rerpssoa t: FaeaMaeDove WQ"9rwe GWW LOVIN 14N 2W 17 0.5 Ft. 58 Ft. Well: ®New Upgrade G'8 w wmn. M~ et Mrs'. 3 D�nwx. ow...n rrs'. 5 15 Ft. FL CWsmceom (PnMe, A e. CK PRIVATE TOW Dean: 160 Ft CeesO q'. 160 FL T"ObUTan wee'. 870 Fe Poe mm" ASTM 3034 Draw BILL SULLIVAN DMO Dara 6114!2006 etwK ".Lo" 87 FL YrtNler TWEED EXCAVATION DMe nwessa: 10(19/2006 Yrr. Fumy w w cae+v Nw,"'ID°"' cave TANK 30 GpM L 15`0 Ft. 1 FL SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic LM Holding biic?rtvete i ww PREMIER PLASTICS wedF. 1300G"mmw From TankStation Tank Sewer Line . Nu ar CompnrrweeWe, +100' - - 425' PLASTIC 2 +100' FField - - LIFT STATION sureoe w"w Lahr +5' - - NO LIFEFaw +5' — — 'PMW an• t.."". 'Purp M rvM M. Nqn wi« elwm K ti. "rn M in c�//�� +so- +5yc�rry� ' — — Pump MMe a Moa" Eo MW hedrrr rppwtanrd W Cur4in Dren Re^1YMe 'Lot line to absorption field seperation distance waiver applied for BENCH MARK LonlKn sora Desaotan. BOTTOM OF WHITE FIRST FLOOR TRIM sorra r.wgn. 100 FL Inspections performed by: CHRISTOPHER WOOD Dates: 1" 10119/2006 L tar Al p;-. 2nd 1011912006 Development Services Department Approval+ Conditional Approval Date: -- gE 0NSMPHERRW00 CE:10 ; f Date: 12 -� I - 0 6 ssfo""yo Reviewed and approved by: • nw owet Permit No. SWO60083 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 Lead DeSCrIDtlon: DOUTHIT LOT 2 5'X88' RESERVE AREA REQUIRES LIFT STATION SWING TIES 35.6' 0' 7M SMALL RIDGE 16 C2: — TSEPTIC 'SIH ° ' NK HOUSE ' • •DRIVEWAY.., . r WELL 050-273-16 SCALE 1'-40' -----L —_— PATEN—IT99( RESERVE_--- 4��------� O - CLEANOUT + - WELL _ FOOTHILL_ AVE _ _ 12/1 s Z 006 0 - MONITOR TUBe ELEVATIONS ENGINEER'S SEAL (NOT TO SCALE) ORIGINAL GROUND 0000Op00 I>TOP GFVHITE-FIRST FLOOR TRIM LEVEL AT, 9 5 �G� OF..At Assu+ED ELEVATION . 100' MT -I 0.5' FILL MT -2 �� TH-I v <<!•': :' '9 C '3',q 1.2-3' YPA NSULATION V.. TANK ; • o o• o ,: a 85 ...... 1,300 GAL o 0.6' GRAVEL ° Q JO • CHRISTOPHER R. WOOD: 94.2 ° ° ?o °°. 89.8 78. �Q�C��.• CE -10187 `J 89. 90.4 BOTTOM CIF T.H. ��p'_•.•••••.'_,��, o 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 I WATER SUPPLY PERMIT Initial Date Issued: May 09, 2006 Expiration Date: May 09, 2007 Permit Number: SWO60083 p0JtHiT" LOT?. Parcel ID: 050-273-%Y-0 Legal Description: Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Site Address: 10217 OLD EAGLE RIVER ROAD Owner Name: ROBERT & MARILOU DOUTHIT Lot Size: 108900 SO. FT. Owner Address: 16928 W. BARANOF Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ Disposal Field E 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 ( 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 closed on the same day. B. Covered, sealed, and heated to prevent freezing. %0//B/aZ� f7esi5q/ c G.w+S� 4a R �7- K S8 Srej. poi io Jjo. s.e loc.�rronl Moven! �Pr """-''l Received By: Date: 7 -110 1 ok Issued By: CIE Date: 5hl- 4 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.orglonsite (907)343-7904 ON-SITE SEPTICIWELL PERMIT APPLICATION 1 FOR A/S/INGLE FAMILY DWELLING Parcel I.D. _1L�i��V_3 ��3 " Property owner(s) RobGRT d- M�IRi/oma Dov`TitTr _Day phone 6741-3261 Mailing address—) W B�tl29ryoFR1✓tR Zip Code 985-67- Site address / 6S 2 t I "doTltl�[ Cr D2CJF Zip Code ` Legal description (Sub'd, Block & Lot) D_0, -r f► r LOT Z (j5cKw1n9t/ L-01 `� J Legal description (Township, Section & Range) T !tin) R2 r.,J 5� iZ LbT g Lot Size f08 gbb Sq. Ft. Number of Bedrooms L% THIS APPLICATION IS FOR (®ail that apply): THIS APPLICATION IS AN: Absorption Field [ Initial Septic Tank Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well Water Storage ❑ I certify that the above Information is correct. I further certify that this application is being made for a SingleFamii weIli n //and in ac rdance with applicable Municipal Codes. vv� (Signature of property owner or authorized agent) Permit/Rush Fees: `ks0-/Waiver Fees: _ Date of Payment: 5! 3�0 {o Date of Payment: Receipt Number: "Jo tjo Receipt Number: (Rev. 11/05) Eagle River Engineering Services Christopher R. Wood, P. 10421 VFW FD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 Iaa May 2, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Douthit Lot 2 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) was contracted to design a well and septic system at the above referenced property. A test hole and soils percolation test has yielded a percolation rate of < 1 minute per inch, and no water table. The soil type is predominantly sand and appears adequate to support a primary and multiple replacement 4 bedroom leachfields. A one -foot thick clay lens was found at 8.5 feet below the ground surface, but below this layer was well -graded sand to a depth of 14'. ERES is designing the leachfield to be 6' above this clay lens, but intends on digging another test hole at the time of construction to determine the extent of this clay layer. If the clay layer is discontinuous, we will submit a design chance for a shorter leachfield with a thicker effective layer of sewer rock. The proposed 4 bedroom septic system and well will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, so there is 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. 4. Drainage will not be affected and is not a major consideration in our design. Installation of this 4 bedroom septic system and well, to our best available knowledge, will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. SincerelyM97 EARING ERV ES Chrstoper .ood,.. X2003%06-024 S E PTICNARRATI V E. DOC 00 STAND PIPES O0 LOT 1 O O 0 r ♦ KP01US \1 NE100P i I 3. ® I — TEST HOLE � I • — MONITOR TV6E I o — yL S�E�W�ER CLEAN OUT I ¢— — EASEMENT — EXISTING LEACH FIELD/ 1. NO — DRIVEWAY i n Mn EAST WELL +150'1 WELL +200' b n LOT 2 1 N 165.00' b 0 M M WELL + SEPTIC LOT 3B 5'X88' RESERVE AREA W TEST LE DURING CONS UCTION SEPTIC +150' INSTALL NEW a ' 'X88"DRAINFIELD MR SMALL RIDGE 1 0� P-�— LOT 3A 0o S I- )IUS 1 vu WEU -- `yam '.TION LINE EkstMENT ♦♦ WEST ♦ 165.00' FOOMILL AVE _ r SURFACE WATER +100.\,3. NO SEPTICS WITHIN 30' UNLESS CURTAIN DRAINS ____._ j•NO WELLS WITHIN 200' -UNLESS WELL/SEPTIC SITE PLAN``oFk4 LEGAL: DOUTHIT LOT 2 OWNER: UNKNOWN CONTRACTOR: UNKNOWN JOB# 06 -XXX I DATE: 4/28/200 SCALE I"=50' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 Aw or, . P;rSE!'D- - SEG -L NEW i� �— CAL. i TANK !� / :•o ; PROPOS wci i )IUS 1 vu WEU -- `yam '.TION LINE EkstMENT ♦♦ WEST ♦ 165.00' FOOMILL AVE _ r SURFACE WATER +100.\,3. NO SEPTICS WITHIN 30' UNLESS CURTAIN DRAINS ____._ j•NO WELLS WITHIN 200' -UNLESS WELL/SEPTIC SITE PLAN``oFk4 LEGAL: DOUTHIT LOT 2 OWNER: UNKNOWN CONTRACTOR: UNKNOWN JOB# 06 -XXX I DATE: 4/28/200 SCALE I"=50' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 Aw or, . Eagle River Engineering services Christopher R. Wood, P.C. 10421 VFW Rd. Suite 201 (907)694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM LEGAL: Douthit Subdivision Lot 2 May 2, 2005 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 apart 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 easements 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 ft., with 2 lt. minimum. 2. Septic Tank shall be a minimum of 1,250 gallon tank of MOA approved construction, insulated, or place with 4' of soil cover, min. C. DRAiNFIELD 1. The drainfield is to be placed as shown on the site plan. Contractor shall take extreme care ensure that 10'separtation distance is maintained between the house and from the lot line. 2. The bottom of the drainfield excavation shall be level, plus or minus 1.5", prior to placing gravel. 3. The total depth of the drainfield excavation shall not exceed 2.5 R. at any point in relation to natural ground surface. 4. The drainfield gravel shall be covered with typar fabric material. 5. Soil or a combination of soil and extruded board insulation to at depth of 3' or equivalent is to be placed over theleachfteld. 6. The area over the drainfield is to be finish graded or mounded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. C.-Tocuments and Settings\Karl\Desktop\Transfer Docs\06-024drainfield- spec.doc Eagle River Engineering Services Christopher R. Wood, P.C. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 2.5' GRAVEL DEPTIi = I' under pipe, 2" over pipe (1.5' total) DRAINFIELD LENGTEI — 88 DRAINFIELD WIDTH = 5' SOIL RATING = 1.2 GPD/ft' BEDROOM CAPACITY= 4 total SEPTIC TANK = 1250 gallons min. Twenty-four (24) hours notice required for all inspections. C:\Documents and Settings\Karl\Dcsktop\Tmnsrcr Docs\06-024drainfield- spec.doc EAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LINDA FRANK DATE PERFORMED 9/3/05 LEGAL DESCRIPTION: LOT 2 DOUTHIT SUBDIVISION TEST HOLE N 2 SLOPE 1 3 10 11 12 13 14 18 19 21 SW SOME H2O CLAY LENS CLAYEY CM WAS GROUND WATER ENCOUNTERED? YES IF YES AT WHAT DEPTH -$•f DEPTH TO WATER AFTER DRY MONITORING? DATE:10 15 2005 TOWNSHIP RANGE SECTION T15N.R1W.SEC8 SITE PLAN(NOT TO SCALE) PERC TEST RESULTS READING TH-3 1 0910312005 2 .D A TH-2 �i 1 3 4 5 PECOLATION RATE WAS LESS THAN 1 MINUTE PER INCH 5 TH-1 7 09/03/2005 5 09/0312005 0 IOOML K H PERC TEST RESULTS READING DATE GROSS TIME INET TIME IDEPTH TO WATER NET DROP 1 0910312005 2 09/03/20051 1 3 4 5 PECOLATION RATE WAS LESS THAN 1 MINUTE PER INCH 5 09/03/2005 7 09/03/2005 5 09/0312005 PERCOLATION RATE- <1 (MN/NCH) GREATER 1.:N 7-9% PERCENT SAND WHERE TEST WAS RUN SOILS LO D HER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I PERC HOLE DIAMETER -e• SOILS,/ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 06-024 Calculated By: CW Date: 05/02/2006 Legal: Douthit Lot 2 TEST HOLE 1 Single Family 4 Bedroom Dwelling Shallow 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) = 1 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.88 Total Excavation Depth = 2.5 feet Required length = 88 feet 06-DOUTHIT LOT2 DRAINFIELDCALC.xls 2:28 PM05/02/2006 CV___ Municipality of Anchorage e Development Services Department Building Safety Division Onsite Water and Wastewater Program S A 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. _ 050 -M5- u!U COSA # O 003 001 Expiration Date: — i ' O % 1. GENERAL INFORMATION Complete legal description Q -"�1 7i"- Li 2 Location (site address) /(e42u1�DOTNI / �iUE Current Property owners) 11// tOou4; 4- Day phone Mailing address 1',qnu W 13D-r`AnoF ESR Ark °19591 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA wiz! be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL, i Individual Well Individual On-site [g' Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ 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 On -Site 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 On -Site 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 On -Site 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. Name of Firm nnv2 P✓ e-5 Address1og9I ✓FW I -e of Engineer's Printed Name Gtir:s�o�ol��r U� 5. DSD SIGNATURE Approved for _1 bedrooms. Disapproved. Phone 071-5125- Date 91-.5/%5 Date X70lo 6 CHRISTOPHER R CEf0381 Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory . Other By: /I I r Original Certificate Date:_ 0- 6 (P�. f U0s) Municipality of Anchorage Development Services Department , Building Safety Division On-Sfle 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: %btu+N d � of a Parcel iD: 050 - �•3 _ A. WELL DATA Well type P�%� If A. B, or C provide PWSID # _ Well Log (YOA ;z 1-14111 6 Sanitary seal &N).#5 Wires properly protected (9N� Date completed L— Total depth1 LO ft. Cased to LkOL-ft. Casing height (above ground) _yid' in. FROM WELL LOG AT INSPECTION Date of test ` /y O .tk� Co,151rbGo+n Static water level 87 ft. ft. Well production '3 9 -P.M. 9 P•m• WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate 07.31 mg/L Other bacteria 0 colonies/100 mL Arsenic: iV mgll Date of sample: 12 /11 /0 a; Collected by. 64arlc5 &fza.r'n� B. SEPTICIHOLDING TANK DATA Tank Type/Material-!kaA's, Type/Material—A's,Date installed l0 4 I 10L Tank size 1300 gal. Number of Compartments Cleanoutsd9N) #5 Foundation cleanout 6Tl) t".5_ Depression over tank (Y(lf'j jao_ High water alarm (Y(9 Inn Date of pumping 4A d/ 4f-uckozl Pumper +//Q C. ABSORPTION FIELD DATA Date installed o 4 06 Soil rating (g.p.d./ft2 oT�) Q• % System type 0Po Length _59 ft. Width ) 5 ft. Gravel below pipeo. 6 ft. Total depth .6 ft. Eff. absorption areaU2-ft, Monitoring tube 4k_�_ Depression over field jaj:� Date of adequacy lest t��°J rons� r.ct on Resultsas ail) For bedrooms Fluid depth in absorption field before test -0-1 in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth 4V/ in. Absorption rate >= 609 g p•d• Any rejuvenation treatment (past 12 mo.) (Y/N & type) .f/one KV oulyl If yes, give date / D. LIFT STATION Date installed AS C) galign peiefiq ass ) 'Pump on' level at n—' Pump off' level at _ in. High water alarm level at in. Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot +'100, Absorption field on lot f- X00 r Public sewer main +- 10c), Sewer /septic service line '.25" Animal containment areas tloo Meets alarm & circuit requirements? On adjacent lots tY IOG r On adjacent lots -1-160, Public sewer manhole/cleanout -100' Holding tank +751 Manure/animal excrete storage areas 'i'100 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation +.S 1 Property line -t-5-1 Absorption field Water main f-101 Water service line t i t7 t Surface water + I UG 1 Wells on adjacent lots 4'IOD1 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 2 Building foundation 't" 10 Water main + t o Water Service line 11'101 Surface water t On' 1 Driveway, Parking/vehicle storage S o f Curtain drain t- 50 1 Wells on adjacent lots + 1001 F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and r'"' A review of Municipal records that the above systems are in *' Y conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name tiir;.s�o Her- wocJ l STOPRb1p Date CE 1I COSA Fee $ 57 '5-01 Date of Payment hV;1)A 4 Receipt Number 5%40 (Rev. 11/05) Waiver Fee $ /7S -"`"" Date of Payment la/2y /(p Receipt Number_ 1111 FT*,l SCS ReLO 1067216001 Client Name Eagle River Engineering Project NamdB Doulhit Lot 2 Client Sample 1D Doumil Lot 2 Illatris DrinkinR Water Sample Remarks: All Dales/Times an Alaska Standard Time Printed Dale/Time 12/19/2006 17:01 Collected Date fime 12/112006 15:15 Received Date/Time 12/112006 16:22 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 1211310612/18/06 TK Waters Department Nitrate -N 0.310 0.100 mg/l. EPA 353.2 D (<10) 12/11/06 JDS Microbiology Laboratory Total Coliform 0 coUl00rnL SM209222D A (<I) 12/11106 DPT TWEED EXCAVATING • ' & CONSTRUCTION 0 I7021 N. EAGLE RIVER LOOP ROAD. SUITE 202 EAGLE RIVER. ALAS" "ITT / TELEPHONE (907) 6041273 FAX (907( 6W-1250 DATE: INVOICE NUMBER: 2545 ADDRESS: PHONE# TIN 92-0155618 litr:'� 1 DESCRIPTION 1 S ^ AMOUNT i ^ r T ,p op O r Q kT FOA. �^,"IL r U Ij l TOTA Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 Eagle River, AK 99577 December 20, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Douthit lot 2 Lot Line Waiver Request/ Conditional COSA request Dear Mr. Roth: (907) 694-5195 tel (9o7) 694-3297 fax The leachfield constructed on Douthit lot 2, was accidentally installed closer than 10' to the adjacent property line to the east This error was caused by mis-placed lot line stakes that were utilized for locating the leachfield. The furthest standpipe to the East is 4' from the lot line. We request that the separation distance between the installed absorption field and the East lot line be waived to 2'. Granting this lot line waiver will not, in our estimation, impact the function of existing neighboring septic systems, their reserve sites, or impact any current or proposed wells. In addition to the lot line waiver, we request that a Conditional Certificate of Onsite Systems Approval be granted. Conditional approval is requested, as a well log is not available to us, because the well driller is out of town. A copy of the well log will be submitted as soon as we are able to obtain one. Well data was obtained from the inscribed plaque on the well, and by inspection. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES 2/ Christopher R. Wood, P.E. Principal \2003\06.024DOUI111T LOT2 WAIVERREQUEST Municipality of Anchorage Development Services Department Building Division On -Biro Water andd Wastewater stewater Program 4700 Bragaw Street P.O. Boz 196650 Anchorage, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 WR#: 060076 PID#: 050-273,40 Date Received: 112/20/06 Legal Description: Douthit L012 Engineer. Chris Wood Applicant: Bill Douthit Waiver Review Worksheet HAM 060061 Permit#: 060083 Waiver Requested: 2 feet separation distance absorption field to oroeurty line. Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ............................................................................... Waiver is Granted: List Conditions or Reasons for above: Waiver is not Granted: Date: -LL--2 By. (iNa ..eviewer ............................................... ............................. Rec#: 12120/06 Amount: $175.00 Date Paid: 12/20106 Munieipality of Anchorage 0 Ito. 1t, 11M1(i7i0 • .4n$omgc. Ahtski !MAiI!Idilii0 •7c1cpholle (!)()7) S\S-KN)1 • ISn (! M )7) =-K-''(M) S 7 (M) Ilrapw SI Net • i\nchurny;p..\Inskn !MAi117 ,lluyor Mark J➢egich 12/21/2006 a1m.111tmLorg Building Safch Di'.3sion Chris Wood Eagle River Engineering Services 10421 VFW Road, Suite 201 Eagle River, Ak. 99577 Subject: Waiver Request for Douthit Lot 2 Waiver Request #WR060076 Parcel ID #050-27340 IIAA4060601 or Permit # 060083 Dear Engineer, Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 2.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Poet Engineering Technician On -Site Water & Wastewater Program Community, Security, Prosperity i LOT 3 C-4 of C) e rn CO EXIS'nNG \ o z W000 FRAME c SEPTIC HOUSE VENTS rr Ory ' ?J• .Y O S' a 12.5' o" COVERED ENTRY - rZ0•n�,. - rz5 �e A.C. D/WD/W PATENTAOW ESERVj 1 I 1 — S89'47'52'E 165.56' O FOOTHILL AVENUE ANCHORAGE RECORDING DISTRICT ASBUILT OF: DOUTHIT SUBDIVISION LOT 2 (PLAT 200654) SURVEY CERTIFICATION: 1. John L. Schuller, have conducted a physical survey of this=as shown on this drawing and that the improvements thereon are within the property lines and no encroachments exist other than noted EXCLUSION NOTES:lt is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat 06-119 P&WRiRi=i1w JL5 I NW52 KND .OF,..gLgs�'I �. 49TH JOHNL SCHULLER . o LS -10408 ``WL°fessionol . HKHID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 FF (907)868-3791/FAX (907)888-3793 15' T&E EASEMENT \ w to \ W \ \ \ g W DOQ \ C) Z \ C, \ 9 \ \ N \ \ z \ \ \ Oa \ LU \ LU U Z LOT 2 C Co a o a .� C) e rn CO EXIS'nNG \ o z W000 FRAME c SEPTIC HOUSE VENTS rr Ory ' ?J• .Y O S' a 12.5' o" COVERED ENTRY - rZ0•n�,. - rz5 �e A.C. D/WD/W PATENTAOW ESERVj 1 I 1 — S89'47'52'E 165.56' O FOOTHILL AVENUE ANCHORAGE RECORDING DISTRICT ASBUILT OF: DOUTHIT SUBDIVISION LOT 2 (PLAT 200654) SURVEY CERTIFICATION: 1. John L. Schuller, have conducted a physical survey of this=as shown on this drawing and that the improvements thereon are within the property lines and no encroachments exist other than noted EXCLUSION NOTES:lt is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat 06-119 P&WRiRi=i1w JL5 I NW52 KND .OF,..gLgs�'I �. 49TH JOHNL SCHULLER . o LS -10408 ``WL°fessionol . HKHID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 FF (907)868-3791/FAX (907)888-3793