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Home My WebLink AboutCROSS VIEW ESTATES BLK 2 LT 5Cross View Estates Block 2 Lot 5 #015-221-67 Inspection Report_1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • hftp:/Awm.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131114 PID Number: 015-221-67 ❑✓ New ❑ Upgrade Name: Harding Homes of Alaska, Inc. ABSORPTION FIELD v❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 5771 Heritage Heights Drive Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 350-1860 5 •6GPD/SF 7.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.5 Ft. Gravel depth beneath pipe 6.OFt. Subdivision Block Lot Cross View Estates 2 5 Fill added above original grade 2-3 Ft. Gravel length 1 126 Ft. Township Range Section Gravel width 3Ft. Beds: Number of Lines Distance between lines I Ft. SEPARATION DISTANCES TO Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1,512 Fe Two >12Ft Well >100' >100' N/A N/A >25' TANK El Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity I 1,5000al. Surface Water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/A Steel Two NA Foundation >5' >10' N/A NIA LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPEMATERIAL Housetotank D3034 Tankto drainrield D3034 Harding Homes Draintield F810 COfMT D3034 Inspector MEA BENCHMARK (Assumed elevation) 100.0ft Inspection dates: 1 6/26/13 2nd 6/26/13 Location and description 3" 6/27/13 a" Garage Slab. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL bl X% Conditional Approval: Date �P�. AW of 49 TH 1 0.. .1.. �......N..... u............ so. :IAICHAEL E. ANDERSON 01. 1 CE - 4381 ; t �Z- 7 . i Approved Date -719�"��o�� Inspection Report_1-1-12.doc DEVEOPMENT SERVICES DEPARTMENT Permit Number: OSP131114 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 UPPER HER01 (.A o. M La 25 10' GAS ESMT. 20' T. & E. ESM . WELL \ Page 2 of 3 PID NO.: 015-221-67 CROSS VIEW EST. SUBDIVISION LOT 5, BLOCK 2 40,051 S.F. \ t� A e i 97 12.9' 19.2' p� S2 9 23 28..1 3 CO C4 .8 468 .' j M1 27.6 48.2 _ � �R C5 86.5' 98.8' ------- — ,.gJEV' 34.1 62.1 x� (','c" M2 63.2 84.5 ,\M Five Bedroom C7 91.0'107.8' Home FSV 45.4' 65.5' .40 Cia y2 / TH7 / ALTERNATE SRE j Advantex Tretment System w/38' Long x 3' Wide x / 6' Effective Depth / Absorption Trench. Application Rate 2 GPD/SF. N 89'47'17"E 167.54' L=91.5b I EGENn FCO — Foundation Clean Out C4 — Clean Out O M1 — Monitor Tube Lr) TH — Test Hole SV — Septic Vent FSV — Flow Splitter Valve HUFFMAN ROAD PLAN AS BUILT SCALE 1" = 40' Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP131114 PID No. 015-221-67 100.4 > U UU U - Existing Finished Ground Gmnd 1,500 Gallon Septic Tank 95 .9 9 75 U F g U 98.9 96.6 - Finished Gratle Existing Gratle Geotextile Fabric 95.1 Drainfield Rock 95.1 89.1 82,8 63' (Trench Length) No Groundwater 5-30-2012 U 99.2 96.6 / Finished Gratle Existing Grade Geotextile Fabric 94.9 Drainfield Rock 71 94.9 88.9 82.6 63' (Trench Length) No Groundwater 5-30-2012 E............... � �''rryyi ':• ....49th ...�..�.r1��, PROFILE AS -BUILT i ..�lfi 'MICHAEL E. ANDERSON .: �•� +2i. •• f ••, No. CE -4381 4,� '•.:Z'T No Scale•1 .r`�,...'• 1�••,;,5,�::�� UW21/' U" 1L:dl ALPINE UKILLINU Alpine Drilling & Enterprises Well Log Permit Number: #SVV131114 Date of Issue: §:U.13 Date Started: 8-23-13 Date Completed: 8-24.1 Legal Description: Cross View Estates Blk 2 Lot 5 Property Owner Name & Address: H2L Investments 633 E 81" Ave Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Stick-up 0 2 sill 2 5 gravelly silt 5 36 sandy silt 36 60 gravelly silt 60 85 silty gravel &S 121 gravelly silt 121 201 silly sandy gravel 201 237 silt 237 241 Silty water sand & gravel 241 245 bedrock 245 256 PAGE 01/02 Parcel Identification Number: 01622167000 Is well located at approved permit location? x Yes No 00 Method of Drilling x air rotary F-1 cable tool Casing type: stee Wall Thickness: 2M inches Diameton .6 inches Depth: 2—SQ feet Liner Type: _ Diameter: — inches Depth: _ feet Casing stickup above ground: 2 feet 11 Static water level from ground level):2fcet Pumping level:55 2eet atter ?hours pumping 6 gpm Recovery Vate: 6 gpm Method of Testing: air li Well Intake Opening Type: ❑ Open End ❑ Open Hole ❑ Screened Start, _ feet Stopped _ feet xPerforations Start 241 feet Stopped 245 feet Grout Type: bentoni a granules Volume: 1 bg IIPump: Intake Depth feet Pump size hp Brand Name 11 Well Disinfected Upon, Completion? x Yes [] No I Method of Disinfection: Chlorine lablerr Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 AnchorageAK99511 Development Services Department Building Safety Division Property Owner Name & Address: r On -Site Water & Wastewater Program 0*6£ r^epi 4700 Elmore Road„ o� P.O. Box 196650 5771 Heritage Heights Dr. Mark Begich Anchorage, AK 99507 S A E T V Mayor www.muni.org/onsite Pump Installation Date: v17/2014 (907)343-7904 Pump Intake Depth Below Top of Well Casing: 254 Pump Installation Log Pump Manufacturer's Name: Grundfos Well Drilling Permit Number: SW 131114 Date of Issue: 0/11!2013 Pump Model: 15-SOE-15-290 Parcel Identification Number: 01522167000 Pump Size 1 112 hp Legal Description Property Owner Name & Address: Block 2, Lot 5, Crass View Estates Harding Homes 5771 Heritage Heights Dr. Anchorage, AK 99516 Pump Installation Date: v17/2014 Pump Intake Depth Below Top of Well Casing: 254 feet Pump Manufacturer's Name: Grundfos Pump Model: 15-SOE-15-290 Pump Size 1 112 hp Pitless Adapter Burial Depth: WA feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: NIA Well Disinfected Upon Completion? 0 Yes No Method of Disinfection: Comments: Pump Installer Name: Aar= Pump & Well Service, LLC P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Water & Wastewater System Permit Permit Number: OSP131114 Tax Code Number: 01522167000 Work Type: WellSeptic Permit Effective Dates: June 11, 2013 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to June 11, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: CROSS VIEW ESTATES Site Legal Address: CROSS VIEW ESTATES BLK 2 LT 5 G:2737 Owner/Address: H2L INVESTMENTS LLC 633 E 81ST AVE ANCHORAGE AK 995180000 Site Mailing Address: 12163 UPPER HERITAGE CIR, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 40051 Total Bedrooms: 5 Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-221-67 Property owner(s) H2L Investments Day phone 350-1860 Mailing address 633 East 81 st Avenue Anchorage, AK 99518 Site address 12163 Upper Heritage Circle Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Cross View Estates, Block 2, Lot 5 Legal description (Township, Range & Section) Lot Size 40,051 —Sq. Ft. Number of Bedrooms Five (5) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field E] Initial Z Single Family (SF) 0 (w/wo ADU) Septic Tank ElUpgrade ❑ Duplex ❑ (D) Holding Tank ElRenewal F]Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 7 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or Permit/Rush Fees: 7W. Date of Payment: 4 3%3 Receipt Number:n/JG Permit No. 6SP13 /1d Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. May 29, 2013 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 5, Block 2, Cross View Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 5, Block 2, Cross View Estates Subdivision intends to construct a new five -bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells in the area and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test hole placed on the lot in the area of the absorption trenches and alternate site indicate silty sand with gravel (SM/ML). The percolation rate of the soil was determined to be 20 minutes per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of .6 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,500 -gallon septic tank and 2-53' long by 3' wide by 6' effective depth absorption trenches to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 2' below the surface and the total depth will be 8'. A flow splitter valve will be placed to insure even flow to each trench. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the southwest at a shallow grade with some cross sloping from the east. The new trenches will be Lot 5, Block 2, Cross Point Estates Subdivision May 29, 2013 Page Two constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, A" Michael E. Anderson, P.E. Attachments �0 49th � •E� MICHAEL E. ANDERSON LOT i BLOCK 2 LOT 8 LOT 9 BLOCK 2 BLOCK 2 VACANT i' j ____ �� \ LOT 2 BLOCK 2 Well9 O T 3 BLOCK 2 VACANT �_--.� ,ti � �o•as ®rt. moi' �� P%Olr 4 W LOT 6A ,� LOT 4 BLOCK 2 \ v ,. BLOCK 2 VACANT \�� 'N t✓� ��Q� BA / 1 p 46 � t D D i HygyHy pq�p _� HUFFMAN RD ON 49th ............................. . ; , AREA MAP :.. ,�V. MICHAEL E. ANDERSON ; �jt Il�fs ., NO, CE-4381'tib SCALE 1" = 100' CROSS VIEW EST. SUBDIVISION UPPER HER�ToGE 725 00 R�t2300• LOT 5, BLOCK 2 725 szS.�� 893 `s 40,051 S.F. Ra53 - 10' GAS ESMT. — 20' T. & E. ESM . — — LOT 6 F® Proposed well \ \o \ N `b \ F N X23• Five Bedroom + Home 1,500 Gallon = Septic Tank FSV ®\09 ®t <--'101 C 2-63' Long x 3' Wide CO x 6' Effective Depth Absorption Trench S, 09, 49th '•,'� MICHAEL E. ANDERSON --10 N 89'47'17"E 167.54' 0 HUFFMAN ROAD \ \ ALTERNATE SITE \ Advantex Tretment System \ w/38' Long x 3' Wide x \ 6' Effective Depth Absorption Trench. \ Application Rate 2 GPD/SF. \ EL GEND \ FCO — Foundation Clean Out \ CO — Clean Out \ MT — Monitor Tube \ TH — Test Hole \ SV — Septic Vent FSV — Flow Splitter Valve SITE PLAN SCALE 1' = 40' L=91 LOT 4 VACANT NOTE No Slopes >25% Within 50' of Septic System. Lots Surrounding Lot 5 Are Currently Vacant. LOT 5, BLOCK 2, CROSS VIEW ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS Five Bedroom Home Deep Trench System Perc. Rate: 20 Min./Inch 1,500 Gallon Septic Tank Application Rate: .6 GPD/SF 6' Dralnfield Rock 5 Bedrooms X 150 GPD/.6GPD/SF (Application Rate) = 1,250 SF Absorption Area 1,250 SF/12 SF/LF = 104.2 LF Trench Length THEREFORE: Construct 2 - 53' Long x 3' Wide x 6' Effective Depth Absorption Trenches at the Location Shown. Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be 8' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Maintain 100' Separation from Wells in the Area. Place Splitter Valve to Insure Even Flow to Each Trench. Natural Backfill 1'6" Geotextile Fabric 6° O 4" Perforated PVC (Holes Down) M 3' Drainfield Rock TYPICAL DEEP TRENCH SECTION (NO SCALE) .�pPtE OF gC qq��1 NOTE: Grade Area Over Trench to Drain Away. Ori;° Minimum 6' Separation From Bedrock. asm Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. / MIGZF E. M'DER50N . Minimum 100' Separation From Surface Water or Streams: �i,�n:'•. No. GE -4331 , DEPTH (feet) I- 2 3- 4- 5- 6- 7- 8- 9- 10- 11 12- 13- 14- 15- 16- 17- 18- 19 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5, BLOCK 2, CROSS VIEW ESTATES SUB. PERFORMED FOR: HARDING HOMES OF ALASKA, INC. DATE: 5/23/2012 PROJECT No.: PARCEL ID#: TECHNICIAN: J. BERKRAM TEST HOLE 1 OB/OG d a d d a d d c . SILTY SAND WITH GRAVEL d SM d A WAS GROUND WATER ENCOUNTERED? NO 1F YES @ WHAT DEPTH? DATE DEPTH OF WATER AFTER MO GROSS TIME (MINUTES) DATE OF MO DEPTH To WATER (INCHES) BOH @ 14' F. 49th E. ANDERSON SITE PLAN SEE SITE PLAN 2 S MONITORING NONE MONITORING: 5/30/2012 P E 5% DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) E5/30 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 9:17 7.25" 2 9:47 30 8.50" 1.25" 3 9:49 4.25" 4 10:19 30 5.50" 1.25" 5 10:21 2.7511 6 10:51 30 4.00" 1.25" PERCOLATION RATE: 24 (MIN/INCH) PERC. HOLE DIA. 8" (INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/4/2012 Parcel I.D. 015-221-67 Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 . Certificate of On -Site Systems Approval-� 1. GENERAL INFORMATION Complete legal description Expiration Date: ! 1 Cross View Estates, Block 2, Lot 5 Location (site address) 12163 Upper Heritage Circle Anchorage, AK Current Property owner(s) H2L Investments Day phone 350-1860 Mailing address Real Estate Agent 1633 E. 81 st Avenue Anchorage, AK 99516 Kathy Harding Day phone 337-9109 2. TYPE OF DWELLING: ' M Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Five 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well (] Individual I] Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by:Date: COSA to be released to the engineer, unless Xerwise requested by the engineer. COSA Fee $ /11,&s ' / Waiver Fee $ Date of Payment 42m/ Date of Payment Receipt Number /�}}��/�� 0(01946 Receipt Number COSA # (/� J�- 7 %�%J `+ Waiver # 5. 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 Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE _ _A.,��System #1 Approved for ) bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms Phone 522-7773 Date 2/6!2014 ®� Or ,C}/ f�;A 0 49TH bedrooms, with the following CF -4381 o � 07—"7—[y°°@ .cn eP00 f060 � Qry Original Certificate Date: .2 — -7J l q Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r I., c If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Cross View Est. Sub., Block 2, Lot 5 A. WELL DATA Parcel ID: 015-221-67 Well type Private If A, B, or C provide PWSID # Well Log (Y/N) Y Date completed 8/24/13 Sanitary seal (Y/N) Y Wires properly protected (YIN) Y Total depth 256 ft. Cased to 250 ft. Casing height (above ground) >18 in. FROM WELL LOG Date of test 8/24/13 Static water level 237 Well production 6 WATER SAMPLE RESULTS: ft. Coliform 0 colonies/100 mL Nitrate 4.33 mg/L Arsenic N/D ug/L Date of sample: 1/17/14 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1,500 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping New Pumper Construction C. ABSORPTION FIELD DATA AT INSPECTION Collected by: ft. J. Anderson Date installed 6/26/13 Cleanouts (Y/N) Y High water alarm (Y/N) _ N Date installed 6/26/13 Soil rating (g.p.d./ft2 or ft2/bdrm) .6 GPD System type Deep Trench Length 112 ft. Width 3 ft. Gravel below pipe 6 ft. Total depth 9-10 ft. Eff. absorption area 1,512 ft2 Monitoring tube Y Depression over field N Date of adequacy test New Const. Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons _ in. "Pump off" level at E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot _ Public sewer main Sewer /septic service line Cycles tested >100' >100' N/A >25' Animal containment areas >50' _ Manhole/Access (Y/N) _ in. High water alarm level at Meets alarm R circuit requirements? On adjacent lots > 100' On adjacent lots >100' Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5 Property line >5 Water main >10' Water service line >10' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10, Building foundation >10' Water Service line >10' Surface water >100' Curtain drain Node Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that t 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 Michael E. Anderson, P.E. Date 2/6/14 COSA brown sheet 10-10-12.doc Absorption field >5'. Surface water >100' Water main >10' Driveway, parking/vehicle storage >10' in. PLAT NO. 2006-171 CROSS VIEW ESTATES SUBDIVISION LOT 5, BLOCK 2 40,051 S.F. UPPER HMT,C�R 4 Lo HUFFMAN ROAD _ GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 I GRID SW2737 11A/ /2014 %9x a� BUILDING DETAIL SCALE 1"=20' I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. R IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA F.B. 13-06 ,108CVEN05 2 NOTE: NO CORNERS SET THIS DATE 111=40' �t *OF 4 +1 ��L......... i G;' 49Lh.•'= .................... r Nery A. cos,oldl : g LS -6091 �• A it toesslonol oz Its 'A a SGS Ref.# 1140217001 Client Name Anderson Engineering Project Name/# 12163 Upper Heritage Circle Client Sample ID 12163 Up Heritage Cr Matrix Drinking Water Sample Remarks: Printed Date/Time Collected Date(fime Received Date/Time Technical Director 01/23/2014 14:17 01/17/2014 15:05 01/17/2014 15:23 Stephen C. Ede Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 01/21/14 0122/14 ACF Waters Department Total Nitmte/Nitrite-N 4.33 0.100 mg/L SM214500NO3-F B (<10) 0121/14 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM21 9223B A 01/17/14 ACF Total Coliform Negative 1 100mL SM219223B A 01/17/14 ACF