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HomeMy WebLinkAboutROSEBERRY PARK ESTATES BLK 2 LT 1Roseberry Pork Estates Block 2 Lot #050-315-36 uiapwwu ncyon ��c.uuu Municipality of Anchorage Onsite Water and Wastewater Program • (907) 343-7904 Page I of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: 0.5 F/ 311 C 3 PID Number: 050-3/5' 3G Dwelling: $Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: New ElUpgrade Name: _ 2 ABSORPTION FIELD (�lbeep Trench ❑ Shallow Trench ❑ Bed ❑ Mound C Address l/ o 5 /Tk/I r7QSG c4 E] Other Phone 1 ✓ c r / Number of Bedr s Soil Rating / Total depth from original grade 2 GPD/SF 7.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade ? Gravel depth beneath pipe Su 'visiorn _ r7 Block Lot xownship Fill added above original grad �^ Gravel Gravel length Range Section �./. J * 5-3 FL Ft Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES S Ft — Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 30 FP 530 �.• Ft Well ��d r Qt7 J'�' n � q �i/'[ 00 / TANK ($[Septic ❑ S.T.E.P. []Holding ❑ Other Manufacturer G',E r CapaGty 2.so Gal. �V f; / Surface Water Qd r� 10G'Z�f /4 Matenal Number of compartments Lot Line O r f A /1 _! L NA Foundation!t S /Q t N.4 LIFT STATION IVA Manufacturer Capacity AIA Curtain Drain _ Gal. Remarks Pump on level atPump in. off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by insw„e, 1PIPEMATERIAL Housetotank Tankto �id ainfield r'✓c ✓c. 3 a 3 Drainfield (/C_ CO/MT ? Inspector 1/D�ZiJ �, f� /Fv BENCH MARK (Assumed elevation) 110 it Inspection1° S ZZ �3 2 Z f 3 dates: jj Location and description 2"tlV 3� �l �� qm 7-6 D )es.Rx r OECk COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp 1, 6r r a� Conditional Approval: Dates a e®c syr "jam, n o- '1 D � ' 1 Approved Date C j4, uiapwwu ncyon ��c.uuu ST C01 56 22 STC02 58 28 DCO 59 32 C❑1 32 67 C❑2 78 49 MT 76 51 z LD. .n 0 Water Well rn V 100 5% Slope O �- P ToH O (ncri A 5% Slop m C oDriveway n < m m o Z3 New Trench m X a Co 4sP L�5 Ditch I ew 1250 Qallon Cut Septic Tank ® 30% Tg 5% slope 8' Drop 5I ouble C.O.'s 3pe M �C52 Neighb LAlternate' Tl Neighbor Septic ®125 fl 0 0 0 0 °F ROSEBERRY PARK EST, 1 = 40 ��Q .• ENGINEERING BL❑CK 2. LOT 1 RECORD .::. - WASTEWATER RECORD DRAWING 907.694.7028 A���'' WELL L❑CATION 1/22/14 z of a Z U vQ -Q W Q o M M O J Q u OI u U N Z Z O O W N Z ~ d ~ 4D6 O U L7 N }+ Y Z Z 0 Q u H I Q O u ~ J Q n/ L_C_ V) yyW m' I a W o N N \z PQ * +> U W W W N C� co o W � w p s 0 Z (U I� (r, M In ON O 0 O N > O II II a II Q � Z o z 3 O O a W Z Q Q v v w U I— Q w w I W U Q 0 °� O Z +W o 0 �1 U d v d Ic y yh,.��� U a 4p, 6 li~ 0 Lo 0 o U c C In co N ¢ N Z 00 �. a Li Cj) O o ON O d 0) "MNww� N U it N Q N i h O O LJ LLI aC5 > o LL[ ZW 5 d O (� o > W ai ED STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OE MINING, LAND & WATER WATER WELL LOG Drilling Startcd:0_7_.'2212Il13 Completed: Q7_T-23 2013 Ci the!Bol ough: subdivision: 13LOCK I I -OT I Property Owner Name& Address: Reimer Gary K & Lai Ming ite:11402 Sitka Rose Cir 9816 Kitlina Circle Eagle River Roseberry Park Est 2 1 Eagle River AK 995778511 S'lei dian Township Runge Section...__. iia of ..... �%a of i of .. I/� 110REHOLE DATA(fronn top of casingpepth Drilling method: (x) Air rotary. ( l Cable tool, Other Matcnal: l'ype.. Color & wetness From roNell — use: ( ) l ublic su I 1 P y. (X) Domestic. Other i stickup 0 2 Dept, of hole: _ 70 ft, ceasing stickup: C.aSingtypc:steel Thickness: .250 ides __ Casino diameter: ..- _ 6--- inchcti Casing depth: _ _ 70ft overburden 2 5 Liner type: _ Diameter: inches Dcpth: fl Static water (from ton of easing): tt on 07 23.,,-20.13 sand & gravel 5 48 �44_— pumping level & vield tent atter hours at apm - - I Recovery rate: 11 gent. Method ortesting: airlift wet clay w/ gravel 48 53 i Development method: airlift Lxi aiion: 1 hour I Well intake opening type: (X) Open nerd, f. ) Open hole, Other wet gravel 53 65 Screened: Start: 11, Stopped Il coarse gravel w/ H2O 65 70 Screen type: Slot -mesh size: I _-- - Pcrrnratcd Start: ft, Stopped Shirt: ��. ^ ti, Stopped: _ IL fNotc: ..... -......... --............ ............................................�...................... 0-OLit type:,.,_ b_efttQnjte Volume-- ti ------ Dcpth; from aroundsurface. to 20 , Il 1 Pump intake depth: ­­tt Pump size: __-- hp, Brand nanic Was well disinfected upon completion? (X) Yes. ( ) No Method of disinlcetlon:.C,alCAUM-H.ypochlorite.(Ghlorine)... Driller connnenisi disclaimers: ............................. ......... —..— ....... i ...........I......................................................................... ................................................................ Well driller namc:.AOTV....................... ........................................ Company name:... Hgfty Drillini leen. ... Mailing address: ... 3540 Akula Dr. city: Anchorage state: SIC zip 99516 Phone number: ( 907 ) 345 _ 0593 fax:345-4700 Drillers signature: .Alaska state law requires that a copy of this well log be sent to the Depm'ancnt of M LLunal Resources within 4S days: faxes are acceptable. (AK statutes 33.05.[120. ±3.05.031, 41.68.{120, 16.1 i Q20 and AK mgnlations i I AAC' 93.1=tpl, DNR: Division of Mining, Land and "+atcr, 5s0 W 71lt Avenue, Suite 1020 ,Anchorage, AK 99501- 3562 Within the C tty of Anehorage, it Is required mat it copy ot'the well log be sent to the appropriate city office within 60 days and that another coley of the well log be sent to the wclliproperty owner within 30 days. Permit Number: OSP 1311163 Date of Issue 1uty....... 1212013___ Parcel Identification Number: _ ' ,.Hump i n to nati o n �L II,lira Is _ Q c Cr R - -- AROVE GROUND NAME:_ DATE:"� Pltless Adapter Mamifart?irer's Namct Pitless Adapter Iytstaller. PUMP TYPE MAKE brW �//-'C''//c ,..5s (J MODEL_ /0 Motor 11 Type L ,/ (. (Size Condition(fi� TIP, 6"d, Size K.. I✓T�� Condition TilA til / Volta 6;2� 30 Type W e I1 x "+r0 j Size L/ L:;;, e L SizeDia. Typt From () I To /[ } Type e�l ,51 I was disinfected upon eomple c -in thod, ealclum N.Plochlonte On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131163 Tax Code Number: 05031536000 Work Type: WellSeptic Permit Effective Dates: July 11, 2013 to July 11, 2014 Design Engineer: NORTH RIM ENGINEERING Subdivision: ROSEBERRY PARK ESTATES Site Legal Address: ROSEBERRY PARK ESTATES BILK 2 LT 1 G:0154 Owner/Address: REIMER GARY K & LAI MING 9816 KITLINA CIRCLE EAGLE RIVER AK 995778511 Site Mailing Address: 11402 SITKA ROSE CIR, Eagle River Lot Size in Sq Ft: 48741 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy 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. Special Provisions: Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 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. O 5-0— 3 / S- 3 6 Property owner(s) RP—t,� 4.r— H Mailing address f7846' (> t(44 Day phone 31 S— S,6 -G 60iae1- Site address S r i�or e�✓r r Legal description (Sub'd., Block & Lot) dS�Gerry c. FsT Legal description (Township, Range & Section) Lot Size '-/( Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field RI Initial fel /❑' Single Family (SF) Septic Tank Upgrade (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Permit/Rush Fees:�J a DO Waiver Fees: Date of Payment: (0 010 � Date of Payment: Receipt Number: 535(p2p Receipt Number: Permit No. C!jQ J?7 MP3 3 Waiver No. Permit App_9-1-12.doc ��TH II�M �N,Y_�INEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel northrimeng@aol.com Date: 6/22/13 Number of Pages: 5 To: MOA On -Site Services Subject: Roseberry Park Estates, Block 2, Lot 1 Septic System Design & Well Siting A new house and wastewater system are planned for the subject lot. The subdivision test hole showed sand to 14'. No bedrock or groundwater. The soil has a fast perk rate, but is about 75% sand. The design calls for a new trench, new septic tank & private sewer lines. Private water wells serve the area lots and are shown in drawings. A new water well is also proposed. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks -Steve /l �ICRTH 12 M '' ENq NEERING G ll g �.y )��.eyeBeeeeagw.e d,€€3qq�� 65Rrsfik e4� "-.v dC$43/4 art 34 Cm Park Estates, Block 2, Lot 1 Wastewater System Sizing: This is a new 4 -bedroom, single family home. This is a new subdivision and some of the neighboring lots are not yet developed. These lots are large and are served by private water wells. No adverse impacts are expected from development. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. Soil tests revealed sandy soil with low silt. The test hole from the subdivision has a fast percolation rate, but soil is about 75% sand. An application rate of 1.2 GPD/FT2 with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 500 FT2/5' x .5 reduction factor = 50'; 1 line @ 50'. No bedrock was encountered or groundwater was encountered. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment, 1250 gallon septic tank. Watertight couplings on inlet & outlet. • 5' minimum between the tank and bed. 10' to property lines. • 3' of cover or insulation is required for trench; an equivalent of 1" insulation for each 1 foot soil cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required F to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain - rock. Drain rock to be Y2 inch to 2 1/2 inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • Backfill over drain rock must not be less than 36" • The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) DESIGN NOTES: 1. Total Depth of Trench is 7.5'. Terrain Slopes South. 2. Sewer Service Line mini 2% slope. 3. Private Water Wells. TH 0 F Un 5% Slope 7 h (D - o � CD 0 o N 3 New Trench Alte nate Tre\ Ditch Cut ® 30% 8' Drop ___- 5% Slope 11 NOR THRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.7028 Proposed Water R1QD(l- 5% Slope Driveway 4 BoIrm co New 1250 Oc Septic Tank T�{Vo 5% Slope .� IDouble C.O.'s Irn Nighb 1 °h. ROSEBERRY PARK EST, BLOCK 2, LOT 1 p� WASTEWATER DESIGN a-OM6 dF . WELL L❑CATION PLAN LAYOUT lots: 7/11/13 r- 0 h 1" = 40' of 3 C u C v L H df -Y E d H u +> CL N PCIto i N N 3 CI LA 3 D L d U m i LA O 0 - Cl. O 0i H W Q W Q O W Cu W pq y W W c� o o W D�pq 3 -j W H � Q a - Z Y W z U ~ Z Wu W r M 0 0 u w ti M Oj N N 110 H LLJ W 0 V) U H F— W 0 s v a u 4 a M v c 3 O v F- 0 0 o + o f L 0 W I f O H o � I N L 4 id W L� 441 D_ N A v N W U O V) E N u i N U w Cl) d > d a o L O U S U U E o - o o, a u T i Vi d i VlF- u O O 0) 0 3 3 i 0 U d d d i v O E g+' W i d +>3 LDo f +,OU U) E ow W -C Un i LA (` N L NCl) S £ u V O oj .-I ¢ UI 4 Q) -So LO D_ _ a�40 o v U U L -J 0.- O W 0UdU N u V7I-C:pLs4-Hc m"U W d 0 N £ W Z O~ 0NH aL L U Q L L N O LDaa°v 333¢�-� aYiiv)cu0 � w A .-i N M V If7 �0 W Q W Q O W Cu W pq y W W c� o o W D�pq 3 -j W H � Q a - Z Y W z U ~ Z Wu W r M 0 0 u w ti M Oj N N 110 H LLJ W 0 V) U H F— W 0 H THIZM 1 €NV ;)VEERING DEPTH SOILS LOG - PERCOLATION TES - Performed For: Lee (FEET) Groundwater Observed No ne 1 - Q: 2 .0 3 4 t . 5 6 7 - Q' 9 10 - 11 12 - 13 - ' 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - Organic Depth To Water After Monitoring: Date of Monitor: 11/ /03 SP Sand w/ Gravel Cobbles # Date Gross Time. Net Time De th Net Drop 1 11/12 0 -- 7' -- 2 11/12 1 1 min. 5' 2' 3 11/12 32 -- s' -- 4 11/12 33 1 min. 6' 2' 5 11/12 64 -- 8,5' -- 6 11/12 65 1 min. 6.5' 2' Percolation Rate: 0,5 min./inch Pre -Soak Seeped Away In Under 10 Minutes Perc Hole Diameter = 6' Test Run Between 4' and 5' Performed in Accordance with All State/Municipal Guidelines in Effect OF NORTHRIM=*�49my� ENGINEERING G 17237 Boar Pow Ciref� } .' Foglb Rfw. AlaSko 99377 . TESTHOLE LOG T. H. II GEOTECHNICAL Il/12/03 11 of 2 S❑ILS LOG — PERC❑LATI❑N TEST Performed For: Gary Foster Legal Description: Roseberr DEPTH (FEET) 1 - Date Gross Time 2 - ;Q 1 9/7 0 4 7' -- 5 - 10 10 min, 10,5' 3,5" 3 9/7 12 -- 7• -- 4 9/7 22 10 - 10.5" 3.50 11 - 9/7 25 -- 7° -- 13 9/7 35 14 - 10,5" 0. 15 - 9/7 37 16 - 7` -- 17 - 9/7 47 10 min. 10.5" 18 - 9 9/7 19 - -- 7" 20 - 10 9/7 1 Organic SP Sand w/ Gravel Date Performed: 7/8/13 Park Est B2 L1 T,H. Location: See Attached Design Groundwater? No Depth -- Water Depth After Monitorinq,None Datel 7/10/13 # Date Gross Time Net Time Depth Net Drop 1 9/7 0 -- 7' -- 2 9/7 10 10 min, 10,5' 3,5" 3 9/7 12 -- 7• -- 4 9/7 22 10 min, 10.5" 3.50 5 9/7 25 -- 7° -- 6 9/7 35 10 min, 10,5" 3,5" 7 9/7 37 -- 7` -- 8 9/7 47 10 min. 10.5" 3.5" 9 9/7 50 -- 7" -- 10 9/7 1 60 1 10 min. 1 10.5" 1 3,5" 21 - Percolation Rate 3 min./inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments; Presnaked. Measured to nearest 1/10th inch. Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATEt 7/10/13 NORTHRIM ENGINEERING I PO Box 770724 Eagle River, Alaska 99577 907.694. 7028 TESTH❑LE LOG TH2 GE❑TECHNICAL Me. 7/10/13 Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-315-36 1. GENERAL INFORMATION Expiration Date: �7j Complete legal description Roseberry Park Estates Block 2 Lot 1 Location (site address) 11402 Sitka Rose Circle, Eagle River, AK Current Property owner(s) Reimer Day phone 315-5601 Mailing address same Real Estate Agent Builder Day phone 315-5601 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) SUBMIT" ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) JAN 14, 2014 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class C Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Received by: - Date: l COSA to be released to the engineer, unless otherwise requested by the engineer COSA Fee $ 6q, 10 Date of Payment Receipt Number 6(ls sg COSA # osc Igla U-7 Date of Receipt Number 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 NorthRim Engineering Phone 694-7025 Address PO Box 770724 Eagle River Engineer's Printed Name Steve Eng Date 1/14/2014 <xmOcc 6. DSD SIGNATURE System #1 Approved for L_ bedrooms.s_ System #2 Approved for bedrooms. Disapproved. 0 Conditional approval for bedrooms, with the following stipulations: Original Certificate Date: t a TheiGtunicipality of Anchorage Devlopment Services Division (DSD) Issues 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. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.d.c If more than Tseptic system is on the lot: . COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description:. 4 y eer! f Pa (4 CA 't S Z E Parcel ID: 0.5 Dal 51 6� A. WELL DATA Well type P _ If A, B, or C provide PWSID # Well Log (Y/N) Date completed 7/23/13 Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft Cased to _16-11ft. Casing height (above ground) n. FROM WELL OG Date of test 2311; Static water level ft, Well production g,p,rn, WATER SAMPLE RESULTS: Coliform © colonies/100 mL Nitrate 2.403 mg/L Arsenic 0, e4l ug/L Date of sample: 2 Z /3 B. SEPTIC/HOLDING TANK DATA AT INSPECTION ft. g.p.m. Collected by: Ap,;" Tank Type/Material �J e ig �r �S *-t� Date installed S> Z 2 /3 Tank size /Z56. gal. Number of Compartments z Cleanouts (Y/N) Y 7 Foundation cleanout (Y/N) 4 Depression over tank (Y/N) 6 High water alarm (Y/N) A Date of pumping A/%_r.tl Pumper C. ABSORPTION FIELD DATA Date installed J Soil rating (g.p.d./ft2 or felbdrm) A. Z System type ©eIW _Fee.� � tj Length S3 ft. Width 5 ft. Gravel below pipe �V ft. Total depth % S ft. Eff. absorption area S fig . Monitoring tube T Depression over field Date of adequacy test /V EW 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 14A Date installed "Pump on• level at Datum Size in gallons Manhole/Access (YIN) in. "Pump off" level at in. High water alarm level at in. E. SEPARATION DISTANCES Cycles tested Meets alar & circuit requirements? WELL ON LOT TO: Septic tank/lift station on lot J610 r f Absorption field on lot /40,41 Public sewer main A/A On adjacent lots . /00'* On adjacent lots 469t Public sewer manhole/cleanout NA Sewer /septic service line /Od F Holding tank Animal containment areas J0 1i" Manurelanimal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: r � Building foundation �* Property line tQ Absorption field S o - Water main N A Water service line /0 `-f Surface water /00'0 - Wells on adjacent lots d "'f ABSORPTION FIELD ON LOT TO: Property line Al r r Building foundation /Q "'t Water main 0il/i4 Water Service line /40 fi Surfacewater /00"t Driveway, parkingfvehicle storage Z S Curtain drain IM Wells on adjacent lots /06 �1 F. COMMENTS G. ENGINEER'S CERTIFICATION / certify that / 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 76✓_E CAIS Date COSA brown sheet 10-10-12.doc -.c as,a myaeaoeve E"ti .. `c 3 W Pd J A We W Z J � �ICn OVERLOOK DRIVE 89'30'46"E 5.08' Or 1— — — 7 5'T&E / EMENT II I I I \ to M I I \N W N mac, BALCONY I I SEPTIC CLEANOUT I I I I .- II WOOD -/ l I I SII =-- i ,L �- - - - Lx3 s 0 S 05'47 74.0 5' SNOW I STORAGE EASEMENT I I LOT 1 WELL 48,741 S.F t0 N w L 28.1• I I a' GRAVEL'-: .. o, "DRIVEWAY 4.0' I I ' D 2 -STORY .;. RESIDENCE ///gyp': ' CONCRETE I I IO PAD tn 61.5' m s 11 14 @• I N ?. w 0 O �2 �bti I I 01 F I N 0 I I 25.0' 7.31 0� E 443 LOT 2 --------I PLOT PLAN AS BUILT X SCALE 1" = 40' GRID NW154 Project No. 13-10186 Lang & ASSOCIat@S, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax Q0000�Op� kerl®langsurvey.com / jonathan®langsurvey.como ! OF A �a1pp I hereby certify that 1 have surveyed the following described property: OSP ' 7l) 40 LOT 1 BLOCK 2, ROSEBERRY PARK (PLATTE 2005-155) °�•' ��Q Anchorage Recording District, Alaska, and that the improvements situated thereon are °°>t . 49T 0 within the property lines and do not encroach onto the property adjacent thereto, that """' .. .. """" no improvements on the property lying adjacent thereto encroach on the surveyed 0 premises and that there are no roadways, transmission lines or other visible easements on saidpropertyA N "' except as indicated hereon. Q c KENNETH •LANG • a Dated this the(a d , 2 y oDay of , i� .d I at Anchorage, Alaska oo / S5 g1 47 0� �o� It is the responsibilitf the owner to determine the existence of any easements, p0 AFSSlONpL��o c covenants, or restrictions which do not appear on the recorded subdivision plat. �OOpppcS