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HomeMy WebLinkAboutGLENN VIEW ESTATES WEST PH 2 BLK 2 LT 21Glenn View Estates West Phase 2 Block 2 Lot 21 #051-793-38 3/Zy/tps Municipality of Anchorage ws..*r C+ � rr,� � 4 2 Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road P,O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT 0 051-793-38 Permit Number: OS -E 3159' 09 1 9a PID Number: Name: Gillespie Custom Homes Wastewater System: ✓ New ❑ Upgrade Address: c/o F. Robert Bell & Associates ABSORPTION FIELD Phone: Number of Bedrooms: (907) 274-5257 4 0 Deep Trench Ed Shallow Trench 0 Bed 0 Mound 0 Other: LEGAL DESCRIPTION Soil Rating: (SM/GM) 0.6 GPD/Ft' Total Depth from original grade: Varies 6 - 9 FL Block:Lot: Subdivision: 2 21 Glen View Estates West Ph 2 Depth to pipe bottom from original grade: Varies 0 - 3.5 Ft. Gravel depth beneath pipe: 5.4 Ft. Township: 15N Range: Section: 4 1W Fill added above original grade: Varies 1 - 4 Ft. Gravel Length: 100 Ft. Well: ❑ New ❑ Upgrade5 Gravel width: Ft. Number of lines: 1 Distance between lines: N/A Ft Classification (Private, A, B, C): N/A; Public Service Total Depth: Ft. Cased to: Ft. Total absorption area: 1,000 Ft= Pipe Material: PVC Driller: Date Drilled: Static Water Level: Ft. Installer: Guaranteed Services Date Installed: Nov. 6, 2009 Yield: GPM Pump Set at: Ft. Casing Height Above Ground: Ft. TANK SEPARATION DISTANCES !� Septic • Holding • S.T.E.P. • Other: To From Septic Tank Absorption Field Lift Station Holding Tank 'ublic/Private Sewer Line Manufacturer. Anchorage Tank Capacity: 1,250 Gal. Well N/A N/A N/A N/A N/A Material: Steel Number of Compartments: 2 Surface Water >100' >100' N/A N/A LIFT STATION Lot Line 43' 10' N/A N/A Size: N/A Gal. Manufacturer: Foundation 18' 45' N/A N/A 'Pump on" level at: in. 'Pump oft level at: High water alarm at: Curtain Drain N/A N/A N/A N/A - Pump Make & Model Electrical Inspections performed by: Remarks: Refe to septic as -built drawings BENCH MARK Original ground in the area of the trench approximately Location and Description: Top of footing (southwest corner of building) dropped 3 feet from the south end to north end Assumed Elevation: 103.5 Ft. Inspections performed by: Kurt MacKenzie Dates: 1st 11/06/2009 Engineer's Stamp -,-...N.N.NA` Q:F R 'lt i 4�E ' C �`r�ll! re*�/ 49TH I\ . lir lel •., 11/4 `C%�• - , , - 4 „,,, •• G Barl . SHAVLIK •; f A. " 11.t x9••• 3 11788 •�A�.t�/ t'IL�i``PROFESS10f1TL •= ‘.i. PROFESS i f 2nd 11/09/2009 Development Services Department Approval Conditional Approval G� Date: 3 �{ / �' %(naf,f ! Ill t AI" Ih.� 1a L ` . -0ont/ ie- t (r -/ t/ ,/ , Reviewed and approved by: /,/� / Date: 3 015 (Rev. w/o5) / . 3/Zy/tps S31ON 11/1:13N30 (�= 0 0 D r m w 0 £0'9l£1-6002:'ON 130r OIOZ/bZ/£0 :31V0 6Stil MN :ONO VOW :HOJ 03dVd3Nd S3WOH WOlSf10 3IdS31110 m r �1 Z Dpm fn...�g cum m cn -11-> 0 Z N m < 0) < N 1 rv' 38111 8011NOY1 O t -I A > 0 y 0 Z o 10 0 m r Zy D y m N ! NJ - I 0 = O 0 r r Co v P1 1 / ca r r OF EXISTINATE LOCATION / > o - GRAINFIELD uo -4 / • D NOO'08'58'W 133.34' (R) (P 0 0D rn 0 0 :?7`. >c r Z 0 71.', Ou (A 7 40 Xr 01 7O O +ID N y 02 u -`\ % 'po D v v 0A O �r O X 0 >c 0 xa -I y ern 00__1 S0 I o > I CI rnz I 0 NCO ecn M 71-4 �_-- C r'i x I yVI 0 -1 w Cm Z o _-roc, - 1 15' T&E ESM T. 1 e 0 13 13 O O DQx O z Z & 0 0 0 . 0D O rn X N O Z D n o rn r DO CO 01 13 rrO do:0 0Z `•T OX r rnn- •8 Z m p O O O _2 01 O v (_ mz 13 o -I r - O C 0 0 a 0 O 4 Z Q SOO.08'58'E 133.34' (R) w POLLY CIRCLE w 8"0 CL -52 D.I.P.w WATER MAIN w • 92 : fl gra I! ,0£ „L :31V3S 0 d .71 £0'9LCL-600Z:'ON 80f OLOZ/tz/£0 31V0 6SiL MN :OR19 VOW 9 :2103 0321Vd321d SJWOH WOlSf10 31dS3111O CO 2 nOm Dr-5Em § m\ r» / k " rm m co§ 2 1' rn rl PO 0 P 13 k; 10 pat CO ALT 0 en til to 00 TANK AND FIELD CLEANOUTS fn 1f1ONV310 ONI011l9 NJ 2 2 k 54 G 0 to Pi aa ( F. Robert re ons wo DliKERS NO 4.10t44rTh 1365 E. Park Highway Suite 0 203 Wasilla. AK 99654 Phone: (907)357-5247 November 11, 2009 Municipality of Anchorage Development Services Department Building Safcty Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Re: Installation Inspectionof On-site Septic. System tf31enn View Estates West PH 2 Lot21, Block 2�(Permit 11051-793-38) To whom it may concern: This letter details the inspections performed on the septic system being installed on Lot 21 Block 2 of Glenn View Estates West Phase 2 by Guaranteed Services. As required by this on-site permit an additional percolation test was performed within the southern region of the absorption area prior to the construction of the system. The October 15, 2009 test yielded a percolation rate of 26 min/in. The associated application rate of 0.6 gpd/sf (Table 1 of Chapter 15.65) is the same value uscd in our original design and confirmed the system was sized correctly. On November 6, 2009 F. Robert Bell and Associates conducted two inspections and established the southwest comer of the building foundation footing as a benchmark. On the first visit our inspector confirmed a 1,250 gallon tank was installed level at a depth of 10.4 feet below the foundation benchmark. The absorption trench had been excavated to a depth of 13 feet below the footing and was measured to be 100 feet in length. The trenching configuration was noted to be slightly modified from the design; 40 feet south and 60 feet north of the central manifold was measured and parallel to the length of the house. The floor of the trench had been raked for ensuring the infiltration surface had not been smeared. In the evening a second inspection was performed. The piping in the absorption trenches were measured at 7.7 feet below the footing benchmark. Installed monitoring tubes were measured to be 12.1 feet below the top of the footing; within 1 foot of the bottom of the excavation previously inspected. The slope of the piping from the tank outlet to the absorption area was also verified. Visual marks were made on the standpipes for the cleanouts and monitoring tubes at the required minimum depths of cover. 801 W. Frewced Lane #201 1 of 2 1365 E. Parks Highway 8203 Anchorage. AK 99577 Wasilla. AK 99654 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 PERMIT Initial Date Issued: Sep 29, 2009 Expiration Date: Sep 29, 2010 Permit Number: SW090192 Parcel ID: 051-793-38 Legal Description: GLENN VIEW ESTATES WEST, PHASE 2, BLOCK 2, LOT 21 Design Engineer: 0876 F.ROBERT BELL & ASSOCIATES Site Address: 21334 POLLY CIRCLE, CHUGIAK, AK, 9S Owner Name: MICHAEL C. & MICHELE L. FREELAND Lot Size* 40002 SO. FT. Owner Address: 5819 ROBINS NEST LANE BURKE , V 22015 - Total Bedrooms: 0 Permit Bedrooms: 4 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 ( 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. Received By: Ill/(!/ � Date: /C -ems a% Issued By. ot/ �1417) f21117 -i Date: °1/p71/1 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-793-38 Property owner(s) MICHAEL C. & MICHELE L. FREELAND Day phone (703) 249-0000 Mailing address 5819 ROBINS NEST LN.; BURKE. VA Zip Code 22015 Site address 21334 POLLY CIR.; CHUGIAK, AK Zip Code 99567 Legal description (Sub'd., Block & Lot) GLENN VIEW ESTATES WEST, PH 2 (BLOCK 2 LOT 21) Legal description (Township, Range & Section) SEC 4 T15N R1W S.M. Lot Size 40,002 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (0 all that apply): THIS APPLICATION IS AN: Absorption Field 0 Initial Septic Tank 0 Upgrade Holding Tank 0 Renewal Privy 0 Private Well ❑ Water Storage ❑ 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. e P d/n es (Signatur4 of property owner or authorized agent) Permit/Rush Fees: - 30 Waiver Fees: Date of Payment: 1 f it f Date of Payment: Receipt Number i i4 qo a Receipt Number. (Rev. 11ro5) F. Robert 1- giTTD.iEo EMO.EERS MID UMD SWKYDMS 801 W. Fireweed Ln. Suite 201 Anchorage, AK 99503 Phone: (907)274-5257 September 28, 2009 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. 13ox 196650 Anchorage, AK 99519-6650 Re: Septic System Design Lot 21 Block 2 Glenn View Estates West Subdivision, Phase 2 — Rev. 1 To Whom It May Concern: A proposed 4 -bedroom house is planned to be constructed on the 0.92 acre parcel described as Lot 21 Block 2 of Glenn View Estates West Subdivision. Phase 2. The property is located in the Peters Creek off of Polly Circle and is surrounded by Tots which are developed with similar single-family homes. The property is relatively flat with the topography generally sloping away from Polly Circle in a westerly direction. Domestic Wacte Water Calculations & Septic Desizn: We are using a soil log- percolation test prepared by S&S Engineering for sizing our absorption area. Their test hole was in the vicinity of the proposed infiltration trench and shows 2 feet of topsoil followed by silty sand and gravel (SM/GM) down to a depth of 16 feet. No groundwater was noted. Their percolation test found soils 5 to 6 feet below the surface to have a percolation rate of 7.7 minutes per inch. Because an additional percolation test has yet to be performed we reviewed historic data for on-site systems on adjacent properties. These records show similar soil conditions. Using Table 1 from Chapter 15.65 of the MOA Codes we conservatively estimated an application rate of 0.6 gpd/s.f. for our design. A second percolation test shall be completed prior to the construction of the septic system to confirm the size of the absorption area is adequate. Field changes may be required dependant on the results of the second percolation test. With the logged soil characteristics, moderate slopes, and the limited space found on this property we recommend using a "5 -wide" shallow trench absorption system. Our design maintains 4 feet of ground cover over the entire septic system. Because the S&S Engineering soil log was only performed to a depth of 16 feet we have been constrained to a maximum depth of cover of 5.5 feet. 801 W. Fireweed Lane #201 Anchorage, AK 99577 1 of 2 1365 E. Parks Highway #203 Wasilla, AK 99654 September 28, 2009 The following calculations were used for sizing all components of the on-site septic system: Tank Size = 1,250 gal (1,000 gal for 3 bedroom + 250 gal / additional bedroom) Daily Flow = 600 gpd (4 bedrooms x 150 gpd / bedroom) Application Rate = 0.6 gpd/s.f. (per Chapt. 15.65 of MOA Code) Required Absorption Area = 600 gpd + 0.6 gpd/s.f. = 1000 s.f. Required Min. Length (5 ft wide) = 1000 s.f. _ (5ft) = 200 ft Designed Depth of Shallow Trench = 4 ft Reduction Factor = (W+2)/(W+1+2D) _ (5 ft+2)/(5ft+1+(2x4 ft)) = 7/14 = 0.5 Min. Length for "5 -Wide" Shallow Trench = 200 ft x 0.5 = 100 ft Constriction of New Septic System: A new 1,250 gallon septic tank will be installed and connected to a 4 -inch service line from the building. The septic tank will be connected to a "5 -wide" shallow trench system at central manifold. The trench will extend equal distances, 50 feet, to the north and south of the manifold. The absorption area will consist of perforated distribution lines placed on top of 4 feet of filtering rock (3/4" to 1-1/2" washed rock). Monitoring pipes will be installed at the end of each trench, and cleanouts will be installed on the ends of each distribution line. The bed will be filled with additional washed rock to ensure 2 inches of cover is maintained above the lines. Permeable geotextile fabric will then be installed over the washed rock to prevent fines in the backfill material from infiltrating and damaging the absorption system. At least 3 feet of native soils shall be placed over the entire system to obtain the minimum effective ground cover. Backfill over absorption trench shall not be compacted. Backfill shall be mounded a minimum of 6 inches above existing grade to ensure positive drainage after settlement. Cleanouts shall be installed on the service lines going in and out of the septic tank. All pipes going in and out of the septic tank shall be installed on undisturbed native soils, or in trenches that have been adequately compacted. Maintenance of Septic System: Routine maintenance shall be performed on the system, including pumping of the septic tank at least every two years. Using garbage disposals and flushing of non -degradable items (coffee grounds, cigarette butts, tampons, paper towels, etc.) should be avoided. The owner should limit heavy surface loads in the area of the septic system to maintain the structural integrity of the system. Trees and other large plants should be removed and maintained at an adequate distance to prevent roots from growing into the system. Please contact me with any questions. Sincerely, F. Robert Bell and Associates Craig Shavlik P.E. / P.L.S. Attachments: • Engineered Plans - Rev. • Lot 20 Block 2 Soil Log • Lot 20 Block 2 Soil Log • Lot 22 Block 2 Soil Log RAIG B. SHAVIIK ' e>" CE 11788 �� i �1\\\ f ` y` 9/i8/i`of 1 (F. Robert Bell & Assoc.; Sept. 28, 2009) - Percolation Test (S&S Engineering; July 9, 2009) — Percolation Tests (KND Engineering: Apr. 21, 1999 & Apr. 27, 2001) — Percolation Test (Anderson Engineering; July 11, 2002) 801 W. Fireweed Lane «201 2 of 2 1365 E. 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AK 00519 0650 Www.muS.orWnonege (907) 313.7904 Soils Lo Pe,Io,med For. 5 7 r -SIA ) legal Description 1 2- 3- 4- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 19- 19- 20 - Depth (Feet) • :a ,. e. r7:,. 6.1 • • `: p.• .: Percolation Test LetroVe EZ_GtnNV1n IaSriotrrishlp. Range. Setlbn: -oats ern- rogsa) -smbrn Slope WAS GROUND WATER ENCOUNTERED) IF YES. AT WtAT DEPTH? Depth to Water Mho. Monaorig7 Date Mo Site Plan 9 trairctIn s rt- YLPi 14. ) he C1Go 1 CI ‘o bast lT J) Renin Gross Time Nal Tine Depth to Witte Net Drop Wh ,Dell)ee //�, eiloc7 _/ - U i�7cH6s • im., Y 30 30 r, j� eve •37/; ti %2" 50 6.0 s *.'q ' LI I&30 90 eye" 37(30 LI A" 30 IggO g%•• f/)" PERCOLATION RATE •;,t3 r TESTAUN9E aU5 FT COMMENTS (D J -i • E 'KC • V L'1 f/L l.+.i�CL' e 1 PE HOLE DIAMETER rUtC-eS • SSS Engineering PERFORMED BY: ___ISB6r S BUchwonrt l�Dd•_ t PERFORMED IN ACCORD putaiteniparmow CERTIFY THAT THIS I ST WAS q9 IN EFFECT ON THIS DATE. DATE: /( Parcel I.D. /114 kYLE f«a s , LE s e2/17 -/..CV of iSEr c fiUrn- r s Municipality of Anchorage ar,%Y Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 16k Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 05I-192-38 1. GENERAL INFORMATION Corgpietelegal description 'Gt.eunv1Ew Esvtres Wer Rung 7 Lerr 21 Stout 2 - Olt 444 cosA # I O O O 6 'f Expiration Date: 6 - / ?7- Location (site address) 2434a Pnu_y C.,2rLr Current Property owners) Guse-sv,e Hon.r3 Day phone 745- 2.,17 Mailing address . ' ' fo524n S. V,r rrM2y RnAo, 50rr00v, AK 91L 711 Lending agency Rrvnr-nrn,tr Mn&rc4(-.--7ZAcv Day phone c.9v-8piq Orrrrv6ce_ Mailing address 1190/ nos wess Rwn. S,r,rr- Zn3. E41etERve ., AK 99577 Real Estate Agent Net t52 W,r LiANS ROW, TY - Kije Day phone Co% - (oSly eLLIS Mailing Address n971 Ausruc.ss ficvo Strrrr 07, EANo ever. AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site ❑ Individual Holding Tank ❑ Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site 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 am 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 insp i n, the on-site water supply an r wastewater disposal system is(are) in compliance with all applicable M end State codes, ortd regulations in effect at the time of installation.• etc; me of Firm r 2c&er Bea_ AA/8 AssricJAreS Phone 274 -59.5 Address AN W• FeE&ern L"4=, larrr* 21,1. ANCHoQKaf AK. 99543 Engineer's Printed Name r!'RH/G B -5yh1 ✓t/tG Date MdgcH 13, 30/0 ortbrEpp• .4. *: 49m."I:' '*J k CE.117es lea 14 bedrooms, with the following stipulations: 5. DSD SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. nitayi t1'/f rgr,r� C.- Is= Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ai av ruin, annze •I rr e„ A. WELL DATA Parcel ID: 051-193- 3F) Well type N/A If A, 8, or C provide PWSID # Well Log (YIN) A///l Date completed N/A Sanitary seal (Y/N),v/A Wires properly protected (Y/N) At/A Total depth Nl4 ft. Cased to nrfA ft. Casing height (above ground) N/4 in. FROM WELL LOG AT INSPECTION Date of test NIA At /A Static water level Al /A ft. At!A Well production AtAA 9•P•m• A//A WATER SAMPLE RESULTS: Coliform i N/A colonies/100 mL Nitrate NSA mg/L Other bacteria nl/A colonies/100 mL Arsenic: %1/'A ug/L date of sample: N/A B. SEPTIC/HOLDING TANK DATA Tank Type/Material rd7/1 Srrp/ Tank size /250 gat Number of Compartments 2 - Foundation Foundation cleanout (Y/N) Y Depression over tank (YIN) Nn Date of pumping N/A ' • - Pumper N/4 tt. g.p.m. C. ABSORPTION FIELD DATA Date installed it/go? • Soil rating (g.p.d.lftz or ft2/bdrm),0. & F,po/q2-System type Couve vr,.Nq-, Length ton • It Width • ' 5 ft. Gravel below pipe 9 ft. Total depth 7 5 ft. • , hit. absorption area /A't1 ft' Monitoring tube Z' Depression over field N/4 Date of adequacy test N/A Results (Pass/Fail) N/A For 4/ bedrooms Fluid depth in absorption field before test N/A in. Water added u/4 gal. New depth N/A in. Elapsed Time: ry/4 min. Final fluid depth N/4. in. Absorption rate >= N/4 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N/A If yes, give date N /4 Collected by: N /4 Date installed Na vrnrte,2 6 Zoo? Cleanouts (YIN) 'C5 High water alarm (Y/N) A/o D. LIFT STATION Date installed N/A 'Pump on level at N/A in. Datum Al/A Size in gallons N /A 'Pump off level at Nil in. Cycles tested Al /A E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot N/A Absorption field on lot Public sewer main N/A A//4 Sewer /septic service line Al/A Animal containment areas N/A Manhole/Access (YM) .v /,1 High water alarm level at N/s£ in. Meets alarm & circuit requirements? N/A On adjacent lots N/A On adjacent lots N /A Public sewer manhole/cleanout Al /4 Holding tank N /A Manure/animal excrete storage areas N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main ) 10' 5' Property line > 'c' Water service line > /01 Wells on adjacent lots > 100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line I Q/ Building foundation > /0' Water Service line > 10' Surface water > 100' Curtain drain M,gg /0/0r✓&' Wells on adjacent lots A/ /A F. COMMENTS ARCA 1r-2VFO 8Y POJ5LIC HZ C) ; G. ENGINEER'S CERTIFICATION Absorption field Surface water 5.5' >100 Water main ) 10 ' Driveway, parking/vehicte storage. 17,vor'-2 (-,til qT,2 U& r/rin 1 F7&4& (-RAD/NO \ Mar E�onQ4�/til OF �1 • 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name e 4/& 3..584 v/,'t Date /44RCf/ 23) 20/6 4 �• .•. CE.117138 vuct� COSA Fee $ G S 4- 2)C1 Date of Payment 12-31 I C7 Receipt Number / 7_t/91f3 Waiver Fee $ rf�\ Date of Payment Receipt Number (Rev.11/05) IRusV&E ZCC.0 I Pitt C`I I 2-65 3/iW/c 063371 (9 25 0 0 GRAPHIC SCALE 1"=50' LOT 9 (PLAT 52- 225) O co 3. a m ill =1 x • l •S L' -rm w ZP.1 LU 111 ^f u LOT 7A (PLAT 91-7) f��///136.er /6i1� 6 1. cN A Ci �T 2 -STORY HOUSE ON CONCRETE ; FOUNDATION c % 3.61\ fytsl „Iri. 25 0' .-:7‘..1, FIREPLACE_, CANTILEVER HOUSE DETAIL SCALE 1"=30' LOT 6 I I HEREBY CERTIFY THAT AN ACCURATE SURVEY OF THE FOLLOWING DESCRIBED PROPERTY; LOT 21 BLOCK 2 N69'51'02"E 300.00'(R) N89'52'03"E 300.04'(C) LOT 21 39,991 S.F. 0.92 ACRES 201.0' see S89'51'02"W 300.00'(R) LOT 20 LEGEND Q FOUND YPC (5202 -LS) • FOUND 5/8" REBAR X COMPUTED POSITION (R) RECORD PLAT 2000-89 (M) MEASURED (C) CALCULATED GLENN VIEW WEST PH 2, ADM. #1 WAS MADE ON 12-31-2009 AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND DO NOT OVERLAP OR ENCROACH ON THE PROPERTY LYING ADJACENT TO THE PREMISES IN QUESTION AND THAT THERE ARE NO ROADWAYS, TRANSMISSION LINES OR OTHER] VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. (� OF Aqlkl r * 49 THty �`RICHARD LLWWENTWWORIFT• 1 i'�nG,• No.11004 p IT if'• Mar.12,201p.•'�a�Aw i1,F�'°ROfESSIONAL�p�•,.• WOOD DECK LOT 22 � m 1 rFJ r1 I • GRAVEL ;DRIVEWAY SEE HOUSE •''•';' DETAIL ©j d ?X.?'" e" c® CLEANOUT ® MONITOR TUBE ® SEPTIC VENT A ELECTRIC METER A GAS METER © COMMUNICATION PEDESTAL 151 T&E ESMT. 1 Wv D4 h a r m TELEPHONE PEDESTALa[� 00 00 ELECTRIC PEDESTAL CENTERLINE WATER VALVE THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. THIS MORTGAGE LOCATION (A5 -BUILT) SURVEY IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME THE LOCATION SURVEY WAS PERFORMED AND DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. INFORMATION CONTAINED HEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR OTHER IMPROVEMENTS. THIS DRAWING SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR ADDITIONAL USES AT A LATER DATE WITHOUT THE EXPRESS CONSENT OF SURVEYOR 15 A VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE UABLITY EXTENT FOR THIS SURVEY SHALL BE UMITED TO THE FEE AMOUNT COLLECTED TO PREPARE THIS DRAWING. - MTTEED ENGINEERS AND LAND SURVEYORS BOI WEST FIREWEED LANE SUITE 201 ANCHORAGE, ALASKA 99503-1801 PHONE (9D7)-279-5257 AS -BUILT SURVEY PREPARED FOR: GILLESPIE CUSTOM HOMES DRAWN BY: RLW CHECKED BY: CBS FIELD BOOK: FRB -W-2009-08 JOB NO.: 2009-1316.03 MOA CRID#: NW 1459 SCALE: 1"=50' DATE: 3-12-2010 r 0 n O D 11 11 0 7 0 R° wwI- <O W < 1.� Oa �Z> • O wlt OQU <L a0 �0 a0 < J 0 IY a w N W LD woo s> O U O P Z 0 < M(Lox _ < J w 70 O J F W_ O w O< J 7 w 0 1-0 „7 >_ X O X (Y w I. < 0 N N 0 J N89'5 ZM 00 Q0 U w OQ a < < M0 K Oa m0 a a 0 z w 0 w J ROAD CENTERUNE UTILITY BOX RECORD (PLAT #2000-89) - J CC • NIVW d31VM •d'PO ZS -10 009 M M M 3131113 AllOd GO ;KIT t a.es.eaoos a3 zWa> 0 < O 0 1- W Z Ow 02 K < as t3% 1 0 n f —1 '1WS3 3'81 ,SL J 4c411V 3aa / I o O g o d E �/ M W F-00 0 <02 0MZ 30 0R � m<� aUX <Jw 51' FW <C"- 0 7 0< J0c w 0 N < 1 51/1 057( a w a <0 0 1- 0 J (s) ,1£'££t M.es,eaOON �0 NOUV001 WUXO8chn N < 1 N I- < O < J J v N cn w N Q0w LE NE - 0 O Z LE w J 0 (n w 0 x 0 H to 0 0 W 0 N w J J O (n U O 0 W p W Q 0 w ¢ 0 W cc MOA GRID: NW 1459 JOB NO.: 2009-1316.03 SCALE: 1 "= 30' Qti k' 1-0410. a z Z < -aL • w M 41 U M m WJ W K 3 Z 0 J CCO V W N 0 WW y1 O J < O 0 QWt�>nnQNNZ<0-O OD' 1430MPw wpOO UO MOF�pZE wW OW ZOO OO twn0 00 ¢FO I� o < 0 O W 2 U W 0 ZJ 00 ZJ 1N O Z 0-1.- Z 00 F N 0 0 o w �W X_ZWO 0 mJ 1ia w N 00O < wow wa wU L. 00w W J S Q.- ▪ N a 41 2 %- 0- 0 O W OZ J w F Z_ V w F< PMC W'4 0 < Z <;5Z a yr pa Owm ,o 00 J0 "Iwo aZ � W= taww7 JU 7 3 w0 Q < N I.j V CONNECTION W U4j 50 W < 00 Z m< WO 31 K O w U oz I 0 wee a U O Q Z WW OM J <0 N Iron. BELL a ASSOCIATES 25 0 GRAPHIC SCALE 1'1=50' LOT 9 (PLAT 52-225) z —$ 0 ui 0 > W 1n 3 -- Ea a 0 iva0 2 u1 n .. W,.9 0 IIIx (a).tctrt M.9s, LOT 7A (PLAT 91-7) LOT 6 0 a N 10. WOOD 2 -STORY HOUSE DECK ON CONCRETE 3•: .;#4 FOUNDATION 12 3;6'; .1;,... I '.,t.t'o D% \----I—C� 50 CANTLLEVER-�HOUSE DETAIL SCALE 1"=30' N89'51'02"E 300.00'(R) N89'52'03"E 300.04'(C) I I; I ft .1 uo l u Ir t 0 ue Q3 LOT 22 a 1:n LOT 21 39,991 S.F. 0.92 ACRES 201.0' see .p. .p. i.rri.� uuv ?/* SEE HOUSE', DETAIL vi iiwr �' 52;1'1' GRAVEL t_ ?DRIVEWAY:; I HEREBY CERTIFY THAT AN ACCURATE SURVEY OF THE FOLLOWING DESCRIBED PROPERTY; LOT 21 BLOCK 2 589'51'02'W 300.00'(R) LOT 20 LEGEND Q FOUND YPC (5202 -LS) ® CLEANOUT • FOUND 5/8' REBAR 0 MONITOR TUBE X COMPUTED POSITION ® SEPTIC VENT (R) RECORD PLAT 2000-89 A ELECTRIC METER (M) MEASURED A GAS METER (C) CALCULATED © COMMUNICATION PEDESTAL 15' T&E ESMT. wv D4 1w GLENN VIEW WEST PH 2, ADDN. #1 WAS MADE ON 12-31-2009 AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND DO NOT OVERLAP OR ENCROACH ON THE PROPERTY LYING ADJACENT TO THE PREMISES IN QUESTION AND THAT THERE ARE NO ROADWAYS, TRANSMISSION LINES OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. a9 11/41 :r7 el rn LA u- N A v w/ >�CI 30' 0 72 r Own _G it1 0 TELEPHONE PEDESTAL Q 11 NO Do R Q ELECTRIC PEDESTAL CENTERUNE WATER VALVE THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. THIS MORTGAGE LOCATION (AS -BUILT) SURVEY IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME THE LOCATION SURVEY WAS PERFORMED AND DOES NOT CONSTITUTE A BOUNDARY SURVEY AND 1S SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. INFORMATION CONTAINED HEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR OTHER IMPROVEMENTS. THIS DRAWING SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR ADDITIONAL USES AT A LATER DATE WITHOUT THE EXPRESS CONSENT OF SURVEYOR 1S A VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE I5 DISCOVERED, THE UABLITY EXTENT FOR THIS SURVEY SHALL BE LIMITED TO THE FEE AMOUNT COLLECTED TO PREPARE THIS DRAWING. F. Robert r 0 y ITIOTo Eh410ERS AND LARD SURVEYORS 501 MST nR(MED LANE SUITE 201 ANOIORACE, ALASKA 29501-1601 PHONE (907)-074-5257 AS -BUILT SURVEY PREPARED FOR: GILLESPIE CUSTOM HOMES DRAWN 8Y: RLW CHECKED 8Y: CBS FIELD BOOK: FRB -W-2009-08 JOB NO.: 2009-1316.03 MOA CRID17: NW 1459 SCALE: 1"=50' DATE: 3-12-2010