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HomeMy WebLinkAboutT14N R2W SEC 11 LT 3-A-1Onsite File T14N R2W Section 11 Lot 3-A-1 #050-173-18 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 NOV, gaaGM of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP201287 PID Number: 050-173-18 Dwelling: ❑ Single Family (SF) ❑ with ADU 0 Duplex (D) ❑ Two Single Family Project: ❑ New M Upgrade Name SECRETARY OF VETERANS AFFAIRS (C/O JERI RODRGUEZ, AGENT) A ORPTION FIELD C01 De Trench ❑ Wide Trench ❑ Bed ound Site Address 11139 MAUSEL STREET, EAGLE RIVER, AK 99577 Other Phone Number of Bedrooms Soil RatingTotal depth fr original grade 441-7194 (AGENT) 6 /sF Ft. LEGAL DESCRIPTION Depth to pipe invert from or' I EXISTING depth beneath pipe Ft. Subdivision Block Lot 3-A-1 - Fill added above original gr Ft. �Gr I length Ft. Township Range Section 14N 2W 11 Gravel width Ft. Beds: Number of Lines Dist a between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total 0rption area Number of trenches Dist. between t ches From Tank Field Tank Line Ft2 Well 100'+ EXISTING 100'+ — 25'+ TANK ❑© Septic 9 S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1500/1000 Gal. Surface water 100'+ EXISTING 100'+ — Material Number of compartments Lot Line j'+ EXISTING 5'+ - NA HDPE PLASTIC Foundation 10'+ EXISTING1 0'+ - LIFT STATION Manufacturer Capacity Remarks REQUEST UPDATED AS-BUILT SURVEY BE GREER TANK 1 000 Gal. WAIVED. NEW TANKS NOT NEAR PROPERTY LINES. Alarm location OUTSIDE AND INSIDE Electrical installed by AARON CHAMBERS Installer PIPE MATERIAL House to tank D3034Tank to D1785/ drainfield D2665 NORTHERN EXCAVATION Drainfield EXIST. Co/MT63034 inspector JODY MAUS, GARNESS ENGINEERING BENCH MARK (Assumed elevation) 100.00 ft Inspection v 10/13/20 10/13/20 Location and description 2"d 3rd _ 4d' _ BOTTOM OF SIDING AT NE CORNER OF HOUSE (POINT "A") ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp oI 0 4 Conditional Approval: Date o ........... ..:..............� Septic.J ff Garness; CE-7/53 r Z,'�,Z App Date �� p Note: this approval does not include well permit requirements. Opp rofessloo�� �0000�' #AECC8a4 trcev uoiuu its/ PERMIT NUMBER: PARCEL ID NUMBER: OSP201287 RECORD DRAWING 050-173-18 10' Utility Easement INSTALL DOUBLE CLEANOUTS (DBL1 & DBL2) BETWEEN TANKS NEW 1500 GALLON GREER PLASTIC SEPTIC TANK (SINGLE COMPARTMEN U) —NEW 1000 GALLON GREER PLASTIC SEPTIC TANK (SINGLE COMPARTMENT) WITH PUMP SYSTEM EXISTING WELL I 1"=30' // /i L Jh• 7 17•t�� - J GARNESS ENGINEERING GROUP, Ltd 0, .* CIVIL & ENVIRONMENTAL ENGINEERS 10 0 3701 E. TUDOR ROAD, SUITE 101*ANCHORAGE, AK 99507 -PHONE (907)337 -6179 -FAX (907)33&3246*WEBSITE:w .gamewengine nng.mm ..4. •� • • • •••••••••••... ••••••••.•li�.0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: o Cn •; y A-.GarAss 14i a, C/O JERI RODRIGUEZ (AGENT) 441-7194 2 OF 3 # J,•••• CE -795 ' �� PROJECT/LEGAL DESCRIPTION: DRAWN BY: # (`�� b 12.3 T14N, R2W, SECTION 11, LOT 3-A-1 J.L.M. 1� FQ •......•..•.••• ♦� TYPE OF WORK: DATE: LICENSE ,PROFESS\.4♦ RECORD DRAWING OF SEPTIC SYSTEM UPGRADES 10/28/2020 #AECC884 ■\\\S* P d - d ��^`� • � A • d ° `�` C01 d • , MT1 MT2 '' ``• d♦ • CO2 • d � uj a ° A/ • Asphalt f— d� d NEW CLEANOUT AND d ` EXISTING • �� MONITORING TUBE EXISTING 63'X 5' WITH T OF % ' b 6 -BEDROOM INSTALLED ON WEST EFFECTIVE DRAINFIELD. PASSED d • d DUPLEX END OF TRENCH SEPTIC ADEQUACY TEST ON 7/2212020 Lu A °. v♦ d d B NOTE: OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC PER THE CONTRACTOR G � A B FCO 1.5 43.7 MH1 16.0 55.3 i ST1 19.2 55.7 DBL1 20.4 55.7 DBL2 21.3 55.9 ST2 23.3 56.5 + MH2 27.7 57.9 NOTE:REQUEST REQUIREMENT FOR C01 30.6 43.4 UPDATED AS -BUILT SURVEY BE MT1 31.0 42.8 WAIVED SINCE NEW TANKS ARE NOT CO2 91.1 86.7 �.� 100' WELL RADIUS NEAR THE PROPERTY LINES MT2 89.2 85.6 EXISTING WELL I 1"=30' // /i L Jh• 7 17•t�� - J GARNESS ENGINEERING GROUP, Ltd 0, .* CIVIL & ENVIRONMENTAL ENGINEERS 10 0 3701 E. TUDOR ROAD, SUITE 101*ANCHORAGE, AK 99507 -PHONE (907)337 -6179 -FAX (907)33&3246*WEBSITE:w .gamewengine nng.mm ..4. •� • • • •••••••••••... ••••••••.•li�.0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: o Cn •; y A-.GarAss 14i a, C/O JERI RODRIGUEZ (AGENT) 441-7194 2 OF 3 # J,•••• CE -795 ' �� PROJECT/LEGAL DESCRIPTION: DRAWN BY: # (`�� b 12.3 T14N, R2W, SECTION 11, LOT 3-A-1 J.L.M. 1� FQ •......•..•.••• ♦� TYPE OF WORK: DATE: LICENSE ,PROFESS\.4♦ RECORD DRAWING OF SEPTIC SYSTEM UPGRADES 10/28/2020 #AECC884 ■\\\S* 7PERMIT NUMBER: MIT OSP201287 RECORD DRAWING PARCEL ID NUMBER: 050-173-18 FINAL GRADE TOP OF MH LID = 100.52 = 100.18-100.20 ST1 MH1 2" OF INSULATION PER CONTRACTOR TOP OF TANK @ TOP OF TANK @ INLET = 96.30 OUTLET = 96.30 TO 1000 GALLON TANK INVERT OF BUNG @ INLET = 95.73 NEW 1500 GALLON INVERT OF BUNG GREER HDPE @ OUTLET = 95.50 SEPTIC TANK (SINGLE COMPARTMENT) DBL1 DBL2 ST2 FINAL GRADE TOP OF MH LID = 100.27 = 100.05-100.12 MH2 TOP OF TANK @ SIM/TECH PRESSURE FILTER INLET = 96.17 2" OF INSULATION PER CONTRACTOR TOP OF TANK @ OUTLET = 96.17 1.5" SCH. 40 PVC FEED LINE FROM 1500 GALLON TANK WEEP HOLE TO DRAINFIELD INVERT OF BUNG INVERT OF 5" BUNG OUTLET = 95.33 @ INLET = 95.50 'HIGH WATER FLOAT SET AT 11" BELOW NEW 1000 GALLON TOP OF TANK PER CONTRACTOR GREER HDPE *LOW LEVEL CUTOFF FLOAT (ON/OFF) SET AT NOTE: PER THE CONTRACTOR, THE FLOAT STEP TANK 19.5" BELOW TOP OF TANK PER CONTRACTOR SETTINGS WERE PLACED PER ANCHORAGE (SINGLE TANK & WELDING DIRECTION AND PER THE COMPARTMENT) GOULDS PE51M PUMP APPROVED MOA TANK DRAWING SUBMITTED TO THE MOA FOR THE SEPTIC TANK EFFLUENT PUMPING SYSTEM FOR THE 2500 GALLON MOA 2 - 8" CONCRETE CINDER BLOCKS CONFIGURATION 6-7 BEDROOMS DRAWING FOR PUMP PEDESTAL - STACKED SIDE BY SIDE (SUPPLIED BY CONTRACTOR) �41P�� OF GARNESS ENGINEERING GROUP, Ltd ....::...... ...............::.....0 CIVIL & ENVIRONMENTAL ENGINEERS ,� •0 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179- FAX (907) 33&3246' WEBSITE: www.gamewenglnming.mm •• • •�••••••••••.. .......... }!! 0 •• tC PREPARED FOR: PHONE NUMBER: PAGE NUMBER: e• •ey A. Garness W Aw C/O JERI RODRIGUEZ (AGENT) 441-7194 3 OF 3 �j��'• C -7 53 SLAV AIV PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦��� ••• I Tl 4N, R2W, SECTION 11, LOT 3-A-1 J.L.M. �� `FO'"• •• �,�4W TYPE OF WORK: DATE:LICENSEpR�%\��•• RECORD DRAWING OF SEPTIC SYSTEM UPGRADES 11/2/2020 #AECC884 I� CL -0 � -v --im MAUSEL STREET 0 -0� �,- Z>®cn CD CD Cz m m� �Dm� CD co 0 cn �Z®� ® n O �,.oQ� main N000120W 149.41 � Z® T x®�CD CD C: CD UaO�/�V C ,� m CD -h CD =a a zzm;p -h u' CD -1 - m�m� ZZZ C� Q ® m a _p p CD v CD 0 ca o CD z ®m CD `s m� ° `�' I i® CD gin' -�'* = CD CD o . O ��� k ' t� r=+; C�. O� Cz Z ! Q — .-+- CD S CD 3- 0w 18. O CD _0 CD N k ®O 6° � O �- C) -.A6 a o Cn co (D Cn � �► CD o CA CD 9 Y ° C Z' VV 48. Cz i� O 0 Cn o o � cn N `� W oQL CDW 181 CD `CD CD � yam'` �•� ' •� MW C0 AIW FT CD CD 0 CD o ® . • � CD h to L-4 3 ® { CD 0 00 CD If cr ,--p illCD 0 0 00 O- % �y� • Ta • • .--�- :37 Cy- 71,11, CD 0 � (� C® X � � O (n CD c a O � Fn —CD 1 0 � � - W CD 0 m is mt- I o Cf)- CD O ,+ < 0 CD CD 3 CD :3 - ® CD �' �- C3 °0 o ® n n (D CA o cr N ® n C'? Q O :37 C� M. 0 O T1 C -p 411 CD 0 PSI) CD CD �_ �_ ® (D -� D CD ®� / ✓ i SvCL (l / CD CD � CD W =' ® CD O CD �3 O W n CD CD p 0 0 C1 �' C / / d CD 9 CD ® CD CCD CCA CD Cn CD CD �- /� O .� -� 3 O ® ® to p CD 0 za 0 --1 " -0 zz (A a CD � � � 0 CD CD O S-1 D� � � � m 'f° CO% O O a) r CD N- 1 CD -- CD � CLC/) c: o Q � o cn'ZSv CZ _f >G N CD CD Cn COcr CD = N O CD > c. CCD j CD �- O = > �- O C � �� nr� CD Q O (!3 � `< -� P+ A 0 = CO O C ,-a- O CD 0 M C) �- D � - CD cn f Tl N .. 00 m CD � � O O TIN MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201287 Work Type: SepticTank Upgrade Tax Code Number: 05017318000 Site Legal Address: T14N R2W SEC 11 LT 3-A-1 G:0151 Site Mailing Address: 11139 MAUSEL ST, DUPL, Eagle River Owner: SECRETARY OF VETERANS AFFAIRS Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: �0 � v Depai*Micltt 8/4/2020 8/4/2021 40293 ❑ Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing x-41, i o0o ST E ►' -i a Lk -2 -i v C;"A VVL vk� Received By: Date: Issued By: 49tcC4 �VZ'Zw/ Date: A Development Services DepartmentPhone: 907-343-7904 On -Site Water & Wastewater Section t=ax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-173-18 Property owner(s) FORECLOSURE (C/O JERI RODRIGUEZ, AGENT) Day phone 441-7194 Mailing address 3801 CENTERPOINT DRIVE, SUITE #200, ANCHORAGE, AK 99503 Site address 11139 MAUSEL STREET, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) LOT 3-A-1 Legal description (Township, Range & Section) Lot Size Sq. Ft. T14N, R2W, SECTION 11, Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑ (w/wo ADU) Septic Tank E Upgrade Q (D) 0 Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: 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 authorized agent) Permit/Rush Fees: Date of Payment: 7ZJU A0 Receipt Number: 07300G Permit No. 0SPao 1-Z0Z Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc A Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201287, Rebecca Carroll, 08/04/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201287, Rebecca Carroll, 08/04/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201287, Rebecca Carroll, 08/04/20 STA 50+69.va13- PROMDE SSMHj1 BASIS OF STATIONING PROPERTY LINE CAUTION GAS LiNE! i 50 _ r rq a a a 305 300 chi 37.00' GOVT LOT 17 i k\ 53+21.95 GENERAL --- NOTE 6 STA i3t10:00 NOTE 15 PROVEDE SSMHf2 Q 4' SEY.'ER SERYTCE SIUBOUT 4' INV 0 MAIN=293.11 18A - i 4' INV AT Q=293.91 2"z4'z8 FF MARKER NOTE 12 & 13 a c OFFSET FROM W � Z 0 0 SEWER LINE STA MATERIAL TYPE TO PROPERTY ADJ. PROPERTY F.a r-zvo: DEPTH LEGAL DESCRIPTION ® MAIN SIZE LINE LINE* DEPTH CW MAIN PROPERTY LINE* � 308.95 1 0.42Y 290 I ...__ .._ alcm.�, T 9 � 1 4 GOVT LOT 15 i I 00 2A I E- I . r a' I I CAUTION u 1 C4 i 40.00 LF. 6° Dip I PRIVATE f C1-50, S 8 5.009 56+50.45 1 R7S.00' I .---- GABS/ t1NE. WATER I 1 lI i x BLM ROAD RESERVATION 6.- 01J £NO STA 5Gi-49: a5- I It `UI�PA� i�j�� SOURC f i7 1 z p - - - BOUNDARY I4 t,ENERAL WATER f /� �' j 1 I L I 10 1 25' 2� I hVV = 292.88 (® bWN) PRONUE SSTJH$3 - 30'13 �\ VV SOURCE // \�' j i 1 25' I D ( R I- NOTE 15 L MAUSEL STREET 55+� - - _ �- - -01-4225" _?ol +00 / % \ / / , ov- 730.7T.,CJ+00 N x+00 G [ 50 W 0;{-OB'S5'4i-- _ S 32a. _ a If�B° CL -50 DIP 8 N 00'01'20"'N- - i8 �2 _ „32J08 TS §3 / N fA'S6'!9°�- --- - } ,.�. _ _ _' �• _ i - (_ _ __ - - _32l. ^� �1 \ { � PRIVATE - - - - -- --- - 5 I �/- I rl PROVIDE SEWfRL1NE 611 I ',� 3-A-2 II I U WATER / CAS L E1 TBM #1 - \ ` I / S / n 25' 25' 1 � - A f- � SOURCE ( 59+73.53 I STA 61+04.31 `i � 25' J ; 25' STA 55440.45 T 3 6 SfIStER SEhYCE / P'97 I 3 j33 SFA 39#7i-78• I CONNECT TO EXISTING SSMH 71�'° o S7U80Uf j 00' PROVIDE SSMHJ4 NOTE 10 I \ - ROW BOUNDARY - j I � �/' i Pi PRIVATE I 11 WATER CYx too- = 2 EAGLE SUBDIVISION p/SOUR�G�Ep 1 n p�yATf 3-A-1 ` SQUAW VALLEY 148 �� PLAN YIEYY I i�l WATER I wGIftCLE / SOURCE tj S_IC E: T" = 50' SEWER SERVICE CONNECT CHART t _-­SB-Ld 8' Dip Ci..50 a 0ami_ 285 I t i t IBii l I_I_ __. ; 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 SEWER NOTES EXISTING CUSTOMERS SHALL E NOTIFIED B N FlED SEV<NJY-TWO (72) HOURS IN ADVANCE OF SAMiARY SEYIEft SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SANITARY SEWER SERVICE TO THE EXISTING CUSTOMERS IF DEEMED NECESSARY 6Y THE ENGINEER. - 2. ALL MANHOLES SNAIL HAVE A MINIMUM OF ONE -SIX (6") INCH GRADE RING. MAXIMUM GRADE RING ADJUSTMENT SHAM. NOT EXCEED EIGHTEEN (181 INCHES. 3. ALL SANITARY SEWER MAINS SHALL BE CLASS 50, DUCTILE IRON PIPE. 4. SEE SHEET T-1 FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. 5, ALL PIPE JOINTS AND FITTINGS WITHIN 75 FEET OF WELLS SHALL Bf ENCAPSULATED WITH SHRINK WRAP. SHRINK WRAP SHALL BE RAYCHEM WPCT OR APPRO'.0 SUBSTITUTION_ EXTEND SHRINK WRAP A MINIMUM OF 16 INCHES BEYCND EACH SIDE OF JOINT. INSTALL PER M INUFA.CTURER'S RECOMMENDATIONS, 6. RE)JOY, AND RELOCATE GAS UNE AS REQUIRED FOR INSTALLATION OF UTILITIES, COORDINATE RELOCATION WITH ENSTAR NATURAL GAS CO. 7, SANITARY SEWER MANHOLES (SSMH) SHALL BE TYPE °A" PER MASS STD DETAIL 50-1. PROVIDE STEPS PER MASS STO DETAIL 50-7 & 50-8. 8. STATIONING IS ALONG CENTERUNE OF PIPE. ELEVATIONS ARE TO INVERT OF PIPE UNLESS INDICATED OTHERWISE. 9. CONNECTION TO THE EXISTING SSMH SHIM BE SCHEDULED THROUGH AW.YU, PROVIDE A MINIMUM OF 48 HOURS ADVANCE NOTICE. THE CONTRACTOR IS RESPONSIBLE FOR ALL CODROINATION AND NOTIFICATIONS. O. ROTATE EXISTING SSMH TOP SECTION & RELOCATE STAIRS TO THE NORM. 1. OWNER WILL ABANDON WELL IN ACCORDANCE WITH THE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION 4 * V N b � � h NN.i ��cy1y�N,r, I i EXISTING GRADE & FINISH ----- GRAPE OVER PIPE t8 1 WATER MA UNE I ---- I EXTENSION---- '; 1 280 275 i 270 53+50 54+00 54+50 55+00 55+50 56+00 56+50 PROFILE VIEW SCALE: HORiZ i' = 50' VERT i" = 5' 12. ALL 4" SANITARY SEWER SERVICE STUBOUTS SHALL HAVE A 2.0% MINIMUM SLOPE. 13, SEWER SERVICE SNB -OUT AT STATION 50+40.00 IS TO SERVE THE EXISTING COMMERCIAL BUILDING ON LOT 18A, EAGLE SUBDIVISION. 0 Op 14 -50 ®?/ TB#3i � I� .a a+ SHRINK WRAP, JOINTS 1 57+00 57+50 58+D0 58+50 59+00 ryg v � 4 b h aV 4 -.... ...j_. I ;.. .. ...295 ----- �� I -285 .I i �(rB 0 , �i '50 EXISTING\ ..__._.._;275 1814 59+50 604W 60+50 61+00 51+500 AWWU PROJECT NUMBER WS05-010 AWWU SEWER REIMBURSABLE NUMBER F)an _nnnnnmknA to .. to • to I. DATAPROVm�FD ORD DRAWING BY: Gory E. Skaggs III T'bn will smc b certify Nat than Rmtd Drawings uc a I- and auwratc re{KssM.lion 0176. PWM laa-twc:& CDttTRA UR. Denatui c�scrnntion _ BY 'LE: Owner DATE 2, DATA TRANSFERRED BY: Michae' , Fuson P.E COMPANY: Fnf r isr ,;npineenn0 Inc. _- DATE: 3. DATA TRANSFER CHECKED Hued. data p;erid-.d by the cuat,.W, bsnAle sha born cheelrJ fnt mors and plcparcd b) We Eegia- (a a0 Rdiridatl uodu hiVner but n.Prnvimj. - BY. Michael A Fuson, P.E. COMPANY- Enieryise Eivineerina Inc BY: '+" ne_@e�TU DAT2r/�"_� GRAPHIC SCALES 5 0 5 101 F[ SCALE: 1 = 5' 50 a 50 100 FT SCALE: 1" = 50' IF SHEET IS LESS THAN 22" X 34" IS A REDUCED PRINT - ,!, c ornrnrn xrnnnnn,ry DIST FROM MAIN OFFSET FROM W � Z 0 0 SEWER LINE STA MATERIAL TYPE TO PROPERTY ADJ. PROPERTY F.a r-zvo: DEPTH LEGAL DESCRIPTION ® MAIN SIZE LINE LINE* DEPTH CW MAIN PROPERTY LINE* � D LOT 18A, EAGLE SUBDIVISION 50+84.58 4" TY -SEAL 40.00 LF 84.58 LF 7.59 FF - 6.00 LF GOVERNMENT LOT 15 55+40.45 4" TY -SEAL 40.00 LF 145.00 LF 9.92 LF 6.50 LF SEC 11, T.14N R.2W N SEWARD MERIDIAN ALASKA W t _-­SB-Ld 8' Dip Ci..50 a 0ami_ 285 I t i t IBii l I_I_ __. ; 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 SEWER NOTES EXISTING CUSTOMERS SHALL E NOTIFIED B N FlED SEV<NJY-TWO (72) HOURS IN ADVANCE OF SAMiARY SEYIEft SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SANITARY SEWER SERVICE TO THE EXISTING CUSTOMERS IF DEEMED NECESSARY 6Y THE ENGINEER. - 2. ALL MANHOLES SNAIL HAVE A MINIMUM OF ONE -SIX (6") INCH GRADE RING. MAXIMUM GRADE RING ADJUSTMENT SHAM. NOT EXCEED EIGHTEEN (181 INCHES. 3. ALL SANITARY SEWER MAINS SHALL BE CLASS 50, DUCTILE IRON PIPE. 4. SEE SHEET T-1 FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. 5, ALL PIPE JOINTS AND FITTINGS WITHIN 75 FEET OF WELLS SHALL Bf ENCAPSULATED WITH SHRINK WRAP. SHRINK WRAP SHALL BE RAYCHEM WPCT OR APPRO'.0 SUBSTITUTION_ EXTEND SHRINK WRAP A MINIMUM OF 16 INCHES BEYCND EACH SIDE OF JOINT. INSTALL PER M INUFA.CTURER'S RECOMMENDATIONS, 6. RE)JOY, AND RELOCATE GAS UNE AS REQUIRED FOR INSTALLATION OF UTILITIES, COORDINATE RELOCATION WITH ENSTAR NATURAL GAS CO. 7, SANITARY SEWER MANHOLES (SSMH) SHALL BE TYPE °A" PER MASS STD DETAIL 50-1. PROVIDE STEPS PER MASS STO DETAIL 50-7 & 50-8. 8. STATIONING IS ALONG CENTERUNE OF PIPE. ELEVATIONS ARE TO INVERT OF PIPE UNLESS INDICATED OTHERWISE. 9. CONNECTION TO THE EXISTING SSMH SHIM BE SCHEDULED THROUGH AW.YU, PROVIDE A MINIMUM OF 48 HOURS ADVANCE NOTICE. THE CONTRACTOR IS RESPONSIBLE FOR ALL CODROINATION AND NOTIFICATIONS. O. ROTATE EXISTING SSMH TOP SECTION & RELOCATE STAIRS TO THE NORM. 1. OWNER WILL ABANDON WELL IN ACCORDANCE WITH THE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION 4 * V N b � � h NN.i ��cy1y�N,r, I i EXISTING GRADE & FINISH ----- GRAPE OVER PIPE t8 1 WATER MA UNE I ---- I EXTENSION---- '; 1 280 275 i 270 53+50 54+00 54+50 55+00 55+50 56+00 56+50 PROFILE VIEW SCALE: HORiZ i' = 50' VERT i" = 5' 12. ALL 4" SANITARY SEWER SERVICE STUBOUTS SHALL HAVE A 2.0% MINIMUM SLOPE. 13, SEWER SERVICE SNB -OUT AT STATION 50+40.00 IS TO SERVE THE EXISTING COMMERCIAL BUILDING ON LOT 18A, EAGLE SUBDIVISION. 0 Op 14 -50 ®?/ TB#3i � I� .a a+ SHRINK WRAP, JOINTS 1 57+00 57+50 58+D0 58+50 59+00 ryg v � 4 b h aV 4 -.... ...j_. I ;.. .. ...295 ----- �� I -285 .I i �(rB 0 , �i '50 EXISTING\ ..__._.._;275 1814 59+50 604W 60+50 61+00 51+500 AWWU PROJECT NUMBER WS05-010 AWWU SEWER REIMBURSABLE NUMBER F)an _nnnnnmknA to .. to • to I. DATAPROVm�FD ORD DRAWING BY: Gory E. Skaggs III T'bn will smc b certify Nat than Rmtd Drawings uc a I- and auwratc re{KssM.lion 0176. PWM laa-twc:& CDttTRA UR. Denatui c�scrnntion _ BY 'LE: Owner DATE 2, DATA TRANSFERRED BY: Michae' , Fuson P.E COMPANY: Fnf r isr ,;npineenn0 Inc. _- DATE: 3. DATA TRANSFER CHECKED Hued. data p;erid-.d by the cuat,.W, bsnAle sha born cheelrJ fnt mors and plcparcd b) We Eegia- (a a0 Rdiridatl uodu hiVner but n.Prnvimj. - BY. Michael A Fuson, P.E. COMPANY- Enieryise Eivineerina Inc BY: '+" ne_@e�TU DAT2r/�"_� GRAPHIC SCALES 5 0 5 101 F[ SCALE: 1 = 5' 50 a 50 100 FT SCALE: 1" = 50' IF SHEET IS LESS THAN 22" X 34" IS A REDUCED PRINT - ,!, c ornrnrn xrnnnnn,ry O ES IGH: i MAF W � Z 0 0 F.a r-zvo: - � N AS NOTED q� t= z � D } N W CD Qf cr Lu cu Lu Cod O ES IGH: i MAF W � Z 0 0 F.a r-zvo: - � N AS NOTED q� t= z � D } N W O ES IGH: SEAL , of AC,jk MAF TH �. � a � 4s F.a r-zvo: d` MICHAEL A- PRISON .� CE-11057`iA' AS NOTED aim:�� ENGINEERING, INC 5 1ff1101 S1, 2525 C,AWNU SiR,_T SUI E 21 SUITC 200 FREEPORT, ME 0"032 artCNORACE, . 99503 TEL. (207) 369-6006 TF.L. (907) SG3-3635 FAX 1207) 969-e015 Fn% ;907) 563-i5/7 O �2`.4WINC TITLE SEWER MAIN PLAN & PROFILE OWG NO. 0C C-4 5/2005 PN; cEa;c>: I SHEET Dake Peceivea I_ GENERAL INFORMATION Legal Desurrpiidn of the Loc;zrt,uri STATE OF ALASKA DEPARTMENT DF ENVIRONMENTAL CONSERVATION APPLICATION FOR ON-SITE WATER AND SEWER SYSTEM APPROVAL Apolica t N me ApplicanL is, (Check one) }� �.�j Dank ❑Certified Inscalfer No RR" 11 V Owner/Builder Address [Streetar (.). Box) nyJj_ Type of Residence Tolal No of Bedrooms li 1 ❑Single Family )�eMulti•Farnily City, State and Zip Code Telephone S:7 Send Approvalto: XAppl scant Other (Give Name & Address) S & S ENGINEERING _ 2f 1,V34- Eagle R lower 1 ocip Read No. 204 71 Fanlo River. Alaska 94577 II, WATER SUPPLY SYSTEM Signature s Source of Water and Containment (Check all that Apply) Type of Water Supply System Treatment of Water (Check all that Apply)lkw— ell {Drilled or (D•even) ❑ Surface (Identify) ❑Private lone rr ❑Chlorination �(}�iI ❑ spoof Catchment �1❑Filtration LJ other (identify) Public {Serves more than one ❑Mineral Removal L El Holding Tank familyj- - N . ❑Other, Well Data Is the Height of the Well Casing more than 12" above t}he Ground? >K Yes ❑ No �r Is the 7 Yes ❑ d a sanitary seal installed on well casing? }� Is drainage directed away from or around the casing within a radius of 10 feet of the well casing? Y ❑ No Date Drilled Depth of Well IFe tl �j Static Water Level [Feet) Yield (If Available) mp Rate (If Available) �L� ( �� �.� Gal/M�n �-- G Min Separation oisrances frorn the WCI! Caving to each of the Following Sources of Cori xam iPatio n Septic/_o Tank on Lot Sewer Lines. on Lot Absorp ilon Area on Lot r Closest Septic/ Holdrn9 Tank on Adjacent Lot Closest Sewer Lines on A scent Lot Closest Edge of anAbsorptlomArea on Adjacent Lot If toxic materials are stored on the property, including fuel tanks, paints, lubricants and other petroleum based materials, pesticides, fungicides or herbicides, indicate distance from con tarn inants to well casrng• bn Lot On Adjacent Lot }� Water Sample Taken by, Name Sampler Is: S & S ENGINEERING ❑ Buyera{�pp j!-1� Engineer El 1:1 Address 1703 gaRW" Loop moad No. W4 Eagle River, Alaska 99577 Banker Government Official Water Sample ResuI is: Satisfactory - Date } t> ❑ unsatisfactory - pate: Attach Copy Comments/Recomman datron . I Certify tUal the a e inform 'o s correc Signature s A Title ❑ate 1 a Qo 1116. Q04 it ER&PIli-jVOT AIRSXa 77Jf f 7F: Must be signed by aCar tified Instafler, rafessionaf Engineer, Department of Environmental Conservation or the 0wnerl6uilder I11. *ASTEWATER DISPOSAL Septic Tonk/Absorption System Holding Tank - Capacity of Tank ❑ Specify: PackageTreatment: ❑ {Specify Brand Name or Process] Where Waste is Disposed Frequency of Pumping Septic Tank outfall ^�-�- Other SSpecify] Discharged To, �n ,r ,t 4 �-1 A _ \ r� ❑ IOuthause, Incinerator, etc.) nl e... C..ef— ���1V11 Name of Installer/ G Date Installed C� ��- 41 C) E]Certified Installer El owner/Builder No other, Type/Manufacturer Septic Tank Size (Gallons) Number of Compartments Soil Type or Rating Type Spil bsorption System Dlmensions/Siz Soil Ahrso7rlon System' TVpe/O.uantity Backfill Material used for Soil Ab p it,q' itarn — y ,y "� Percolation T st Results Percolation Test by. ( mel -* -5 ,'- � Minimum 6round Cover over Absorp- Minimum Ground Cwer over Septic Cleanout Pi es/Caps Insial Ied on Septic TankAbsorption leanout Pipes/Caps Installed on System tion area Feet Tank Feet �- Yes ❑ No Yes ❑ No tion Area Tank I Water Supply Source on Lot N Barest Water Supply Source on Adjacent Nearest Body of water Water TaJ�/Berrock Lot LiSeparation ❑istanca tv ' FeetFeet'Feet Yes ❑ No r� eex comments/ Recommendations Source on Adjacent I certify Q the ove informatio is correct: SignaturTyped/Printed Name _ Title, Reg- /Cert No Inst No ❑aT S ENGINEERING S �- Z3 O N TE: Must be signed by x,ss on er I'll- Exisdina System tiagld MOV-. r - - Name o n5taller -• Date Installed ❑Certified InsIaller ElOther Type/Manufacturer El Owner/Builder No Septic Tank Size (Gallons) Number of Compartments Soil Type or Rating Type Soil Absorption System 0imenCionOSize Soil Absorption System Type/CuantitV Backfill Material. used for Sod Absorption System Adequacy Test Results. Adequacy Test Performed By, (Attach Copyof Report) Uate Septic Tank Pumped (Attach Copy of Receipt) ❑ PaSs ❑ Fail Minimum Ground Cover over Absorp- Minimum Ground Cover over Septic Cleanout Pipes/Caps Installed on Cleanout PipeslCaps Installed on tion Area Tank I Septic Tank Absorption System Feet Feer¢ ❑ yes ❑ Na Yes ❑ No Water supply Source on Loi Nearest Wat9r SUpply Source on Adjacent Nearest Body of Water Water Table/Bedrock Lo[ Line Separation Lot Distance to. Feet Feet Feet Feet Feet Com m en t,;/ Reco mm end ati ons I certify that the above information is correct: Signature ' Typed/Printed Name Title, Reg./Cert No-, Inst- No s IVO 7E: Musr be srgned 6y a professional engineer. � •, •� IL =Sh�licx � It -Z ]} IVerera! ,ceR�ngineer ra'�r SCALE �rn t-4 '05"iset- m 3 � �I d TM f Y ' 0 1 ate Received • STATE OF ALASKA DEPARTMENT OF ENV] RONMENTA L CONSERVATION APPLICATION FOR ONSITE WATER AND SEWER SYSTEM APPROVAL 4. GENERAL INFORMATION Source of Water and Containment (Check all that Apply) Legal DescripL,on of the Location Treatment of Water (Check ail that Apply) Lor l _SISI! tiE4 5Qe l ; rlWN, e2 5,1-!.� /4, - .3 ❑ Roof Catchment El Other (Identify) Applicant Name I I � /ISL XFittration JV0 ❑Mineral Removal (� Applicant is: [Check one) ❑ Bank ❑Certif ied I nstaller N0. f'Y /� � ❑fluter t9 Owner/Builder Address (Street or P.0. Box) Type ❑1 Residence Total No. of Bedrooms ,� FD,3 rra3o4 3 �7 El Single Family Kv Multi -Family D pth ofWell(Feet) City, State and Zip Code Yield (if Available) Telephone ANCHOeACE1AK 99 G 4 / W1111171-6,1766 Send Approval to El Applicant Other: (Give Name & Address] A CS Ile. /� ,} v r] �2D4 W � A SC%/� L /41i�'f%�-(,-r A/0 J9960 Separation Distances from the W4311 Casing to each of the Following Sources of Con tam ination7 Septic/Holding Tank on Lot II. WATER SUPPLY SYSTEM Source of Water and Containment (Check all that Apply) Type of Water Supply System Treatment of Water (Check ail that Apply) Weli (Drilled or Driven) ❑ Surface [Identify) E:1 Private ❑None ❑Chlorination ❑ Roof Catchment El Other (Identify) us mopbtic (Serves than one XFittration JV0 ❑Mineral Removal (� ❑ Holding Tank family) ❑fluter eL A 55 "If Wall Data Is the Height of the Well Casing more than 12" above the Ground? Yes ❑ No Is a sanitary seal installed on the well casing? Yes ❑ No Is drainage directed away from or around the casing within a radius of iD feet of the well casing? Yes ❑ No Date Drilled D pth ofWell(Feet) Static Water Level {Feet] Yield (if Available) Pump Rate (If Available) / .1i1-IzJ6g6 G 4 / 19e /.3 Gal/Min 1,_3 Gal/Min Separation Distances from the W4311 Casing to each of the Following Sources of Con tam ination7 Septic/Holding Tank on Lot Sewer Lines on Lot Absorption Area on Lot /s'o' /00, rsa' CIasest Septic/ Holding Tank on Adjacent Lot Closest Sewer Lines on Adjacent Lot Closest Edge of an Abso(ptlomArea on Adjacent Lot I74' /so' a If toxic materials are stared on the property, including fuel tanks, paints, lubricants and other petroleum On Lot On Adjacent Lot based n)atorials, pesticides, fungicides or herbicides, indicate distance from can lam inants to well casing Water Sample Taken by Name Sampler Is: 'JrEV6,r`) ���� S 1 ��Sf , ❑ Buyer 0 - Engineer ❑ Banker ❑ Government Official Address 1 !2 ��j �V�r S�L Br ��I ___A ¢ Ilk c7!]�5 r l' „ /7 Water Sample Rest:1Is ❑ Unsatisfactory - Date- 9/ Attach Copy Satisfactory - Date- 7i0 Co(riinenis3 Recornmendauons: ;Z//,,O 7�w : - ,,r_5skW I certify that ihp, above informa nn is correct: Signatcire '���' TyoedlPrinted�N^ame/ G-f2. L �e Title����Date N07' : Musr 6e signed by aCerrified lristaller, Professional Engineer, Department 0f Environmental Conservation or the Owner/BuRder ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE. ALASKA 99503 (907) 561-5040 SHEET NO CA LCULA iE❑ BY CHECKED BY SCALE N S W,47FIC -5-Y57-CIV, 4�5-A64111- 7- d :5- ❑F. r ✓ DATE so%� DATE PIPING WEr L . >Z71 EX/3r�N_./� Nx p S��JTh�P'DAk' �aN�r. acv KIEu I 5r4RA-G� sYSTEa-! C ti WA,Cy�IC.� CoNTrCDC. WALL CONTiCDL S PZ/NIP F�iP rAN�c G�r�L W6-tre- 200 -sT� rANN FD,c 1cw-'4B4457 H G - 5y CNK 4zerrc PZ/'rWR V&-ZT [. --Z/PPC y I'A'; 6.89 - ZS7/6 du4l-,��rz. sto.2y}G� Pss1r,F'� sysr�-I 1S'0 M.Ah< A c'C5-5S f/.4 tC11 SOoSre5r pruA1P GAS �Np, C'd/VTi�DLGEi� �JGHAr1PraN ,�oD 2d� � Zoa P,�Su,C� TRNK ff 1 G,4G y PIPE IFIr/5 rrA14 FTG Tz-z /z tib, MUNICIPALITY OF ~ANCHORAGF~-% He th and Environmental Prot6 .ion Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING ADDRESS J')(~) J"~O)C- J~:XOO PHONE SEPTIC TANK: DISTANCE q o~.l FROM WELL_ INSIDE LENGTH_ r~,~C) ~1000 NUMBER OF MANUFACTURER (-~L~c~'' ~ ''('-' MATERIAL .~ '-~ I~ ~- I.-''''~ COMPARTMENTS TILE DRAIN FIELD: DISTANCE FROM WELL ~ of Lines ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE FOUNDATION DISTANCE BETWEEN LINES NEAREST LOT LINE TOTAL LENGTH OF LINE TRENCH WIDTH IN. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE IN. SEEPAGE PIT: Log Crib Rings BUILDING FOUNDATION__ DIAMETER OR WIDTH LENGTH--, DEPTH DIAMETER __~DEFYH- DISTANCE FROM: WELL Crib Size:, TOTAL EFFECTIVE NEAREST LOT LINE . ABSORPTION AREA (WALL AREA) SQ. FT. Class:Se~;& Depth: Well Distance To: Lot Line '-i Bldg: ;O ~ Sewer Line: ~OO Pipe Materials: ~,...~, ~ ~ :1 ~ of Bedrooms: ~[~ Installer: ~o,"q~ e r Remarks: PEF.!I.'I I T NO. -F[-L. [ .-I'.,IT L 3 r.': Fi -f' ] 0 N LEGFll.... DEPF!R'FMENT OF HEFILTH F:IN.[:, IlEN',,,'IF:ONHENTRL. PROTECTION 825 "L" '_ql'REET., F¢.,IC:HOF:F:1GIlE, R1.C S,950:1. nZ:~ ["...H --'. f~; Zil: "T" EE :~.; EE il.-.li F_'E IFL:: L.~ F' C5i F-': F:~ E> E F" EE: F.~: I~,11 ,:.' l::'800~8 ) -Fh"F:'E OF' SOIL. RE'%OF.'ET]'--I"4 _-,'r_,fE. rl PO E:[il::": :1.2OO '.995J. E If:;: .... FF:.E.N -.H //,'/=i ;]4:'Pu;:l¢::m'~l '~.;;~III::IF.:E FEE:I' MFlil<Iil'lUH NUHE:EF4: Cfi:' S 31 L RFFF I NG "'.E; _.-~ F T,.'"B R ) = 0 ,'" "'~' ..., 'L,T E.H THE Il~:EC,!LIIF:E[:, .:,I,:.E OF THE SOIL FIlE 'E -~F'F'T I ON ':"":' THE L. ENGTH DIHEN'.:.;ION I:.:.; TFIE: L. EIlI'.,!G'¥H ,.'.tN FEET) uF 1-HE TF:'.ENCH OR DRRINF'IEL..F;,. THE DEPTH OF Ft TF.'EI'-4CH OR F'IT IS THE [.',ZS.;TRNCE BETIl4EE:N THE E;URFFICE OF:' THE GROUND RI'.,!D THE BOTTOH L3F' THE E',:qCR',,,'RTION ,.'.'IN FEE'r). 'ilqqERE IS NO E;ET 14IDTH FOR TRENCHES. THE GI:~:Ff,,,'EL B, EPTH I6 THE HINIIl,IUH DEF'TH OF' GRR',/EL BE-FHEEN TFIE OLIlTFFILL PIPE Rf'.,I[::, THE BCFf'TOI'd OF THE EIl-(CF:I'v'FFFIEIN ,::IN FEET). F'EF4:I',I I T HF I:- L ] ..I. II ,! [ HI:~S THE F.:E2;F' Z I'.IS I E~ I L. I-rv TO I NF'ORH TH 1:5 DEPRF.:THEi'.,IT [:,UR I NG THE !NSTFtLL. FFFION ].14_1' E_.l I..i',L:, OF RN"r' NELL-:, F'I[:,..TFIE:EIl,IT TO THIS FI _[ EF.l ~ F:IF,IE:, THE NLIHE:ER Oil: F.E.:I£.EII_.E_, l'il:1FFr THE I,.IF:LL. k!ILL .:,ER. E. ........ ,'-, ,,_-' - :' ,. .... ' Fl'{I.., E,H ...I.. F [ I._~ I I",IG Eft:' FIIq"r' .:,'r _, 1 E. ill t .I l' THOI.JT 1.: ]: NFtL l f'I'=;F'E'F:T 1 ON RN[:, F:IF'PF4:Lq',/FIL E, r "' ' ':' [)EP1.:11.;FT'Il'lENT 1.41 L.L E',E .::,UE,._ E...T TO F'RO'SECLIlT Z Oil. Mlil.4IP!UH D_}::5-f'RNCE BE't'NEEN 1.:1 HELL FIN[::, RN"r' OI'4-F]Z'FE E;EHF:IGE DIGF'OSRL 21'¢S;'f'Ef'1 IS ±(~E~ FEET FOR Fl PRI',,,'RTE I.,.tE.'LL..~ OF,.'.' :L50 TO 20EI FEET FROH R F'UE~LIC 1.4ELL. DEPENDING UF'ON THE TYPE OF PUBLIC HELL_. OTHER 1.;~:EQUIREP1EF(FS MR'¢ filPPL'¢. %F'ECIFICRTtONS FIND E:ONSTRUCT]:EIN DIRGRF'IFIZ RF:E Ft',/RILlaBLE TO ]:NSURE PROPER INS'FFILLfl'FION. _.ER I' ] r 'r THFFF _. ::,E[-IEF._, Flhl[:' t4ELL.~ I::l~!~; SET f F:lil'l FFff'!ILIFIF:: HITH THE F4:E:(::!LIIF'.EHENT% F'3F' O['.I-'SITE' "'- -'": ! F'OI.~:YFH _E',"¥' TFIE MUNtCIF'FILIT"r' O1.:' RNE:HORFtGE. 2: I Iq:ILL IN'_-T, TRLL THE SVL:;TEH IN RC:COF.:[.',Ffi',[CE klZTH THE CODES. ~:: :[ UNDEF'.STRN[) TFIRT THE ON-SITE SEklEF: '.'5'¢'.E;,TEH f'1R"r' REQUIRE EI"~LRF;:C~EHENT ]:F THE F::ES-:;IDENCE I"2 RE1.qOE:,ELE'[:' TO INE:I._LIDE HOF'.E THFIN r_q BE[>ROOI"IZ. _,].L.q'~L[... ,,- ~ .......... FtF'F'L. il:C:lal'.4T ROBEF:T TIl:FI'E Z .:.,_,U[..[ E r ',' '2'. O GAAB-HD-I GRF~TER ANCHORAGE AREA BOROLr~'~I D~..4FITMENT OF ENVIRONMENTAL O. UALI,. 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: MAILING ,J'~J~O //~/.~J~/~'~[/ .~)~-/. PHONE ~577 .ADDRESS // LEGAL DESCR PT ON DISTANCE FROM WELL P~i"Op. ~4'6 '-~ LIQUID CAPACITY MATERIAl ,5 ;r//~ .¢/'~.~L GALLONS. INSIDE LENGTH. NUMBER OF COMPARTMENTS / ~C~'~ LIQUID INSIDE WIDTH ~ DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL_ / NEAREST LOT LINE OUTSIDE DIAMETER ..,r OR WIDTH O~Je~ DISTANCE FROM WELLPr~OP' /~0 TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA} , LENGTH /..~, i , DEPTH , BUILDING FOUNDATION"~. '~), SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL ~~FOUNDAT?N T LINE NUMBER OF LINES D~~ ABSORPTION AREA // SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH , OF LINES IN. TOTAL EFFECTIVE IN. ABOVE TILE DISTANCE FROM WATER WELL: TYPE /~-~/')./O. DEPTH , BUILDING FOUNDATION. SAMPLE NEAREST SEPTIC SEEPAGE LOT LINE , SEWER LINE . TANK , SYSTEM , CESSPOOl , NEAREST OTHER , SOURCES DISTANCES: T~ST: ~s~'' DIAGRAM OF SYSTEM ('-'!ATER ANCHORAGE AREA BOROU/-~ DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 CASE # 1 2 3 5 6 7 Performed For Legal Oescription: Lot Block This Form Renorts Soils Log ~e~th Feet Soil Characteristics 9 10-- Date Performed ~- i- 72. Subdivision Percolation Test Was Ground Water Encountered?~ If Yes, At what Depth? Reading Date Gross Time Net Time Depth to H20 ~ Net Drop Percolation Rate Minute Proposed Installation: S,eeDage Demth of Inlet CO~ENTS:~~j~,.~ Pit Drain Field Depth To Bottom Of Pit Or Trench Test Performed By '7"~ e~_~4~ Data Certified By: Date: Greaier ANChorage Area BOROUGH DEPARTMIrNT OF ENVIRONMENTAL, QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279.8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PER"'T LEGAL DESCRIPTION ~ INSTALLATION OF: SEPTIC TANK TYPE AND SIZE DP FACILITY TO BE SERVED / ~ DRAIN FIELD , OTHER FINANCED THROUGH TO BE ,NSTALL~D .Y /~ ~ ~/~b~~ COMPLETION DATE ANT]CIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY TIlE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE K/~"~)~/ TYPE J~7~'~'uZ~ WeLL TO SEPTIC TANK ~' / . SEEPAGE Pit SEPTIC TANK, ~' SEEPAGE PIT SEEPAGE AREA SIZE f'"~"~/~/'"~'//~'~//~/-- TYPE OF SYSTE" 4 INCH DIAMETER CAST [RON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WiTH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE APPLICANT'S SIGNATURE . /I GE B` • '� Municipality of Anchorage U On -Site Water and Wastewater Program (907) 343-7904 ! 5 A F E T Y Certificate of On -Site Systems Approval Parcel I.D. 050-173-18 Expiration Date: 1. GENERAL INFORMATION: Complete legal description T14N, R2W, SECTION 11, LOT 3-A-1 FaGtr__ Location (site address) 11139 MAUSEL STREET, E,ArGEI- RIVER, AK 99577 Current Property owner(s) FORECLOSURE Day phone Mailing address Real Estate Agent JERI RODRIGUEZ Day phone 441-7194 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) M Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual M Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment Date of Payment Receipt Number Receipt Number COSA # Waiver # 0 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: Gamess Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: I t .7 40 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for (P bedrooms System #2 Approved for Disapproved Conditional approval for r� bedrooms bedrooms, with the fol ............ f d/y A. Garnes CO 4V� 01 professi000a� �DO�Ooo�� #AECC884 0�1_ITY�op��i���i ojV�S�rE l�ygSTFR q/Vp G �ula(�� `� T� 4/11 R \o Original Certificate Date: CI -3 r 2 d The Municipality of Anchorage Development 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc 4 �oS-� Legal Description: T14N, R2W, SECTION 11, LOT 3-A-1 Parcel ID: 050-173-18 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 3112186 Total depth *241 ft Cased to UNK. ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 7/21120 Well production at time of test 4.7 Qpm Water storage tank volume **300 gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic 7.11 ug/L ❑ Arsenic less than MRL (ND) Collected by GEG,LTD. Date of Sample 7122120 Static water level at beginning of test 60.2 ft Comments *PER ADEC ONSITE WATER AND SEWER SYSTEM APPROVAL DOCUMENTATION **300 GALLON PLASTIC TANK IN GARAGE. TANK BYPASSED FOR TEST. GEG LTD. DID NOT EVALUATE WATER SYSTEM B. TANK DATA Age of tank(s) NEW years Tank type/material PLASTIC Measured operating fluid level in septic tank NEW ❑ Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA 5 -WIDE Which system tested (date installed) 4123190 '57ALL standpipes present per record drawing Total measured depth from grade 8.2 ft (max) Measured depth to pipe invert from grade 5.4 ft (min) ❑ NIA — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 2.7' ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced 1997 gallons Comments/Deficiencies: COSA Checklist yellow sheet C. LIFT STATION ❑ Required maintenance completed Age of lift station NEW years Lift station material PLASTIC Comments: NEW 1500 GALLON FOLLOWED BY 1000 GALLON STEP TANK INSTALLED ON 10/13/20. Adequacy test date 7122/20 Results ❑✓ Pass For 6 bedrooms Fluid depth prior to test 0 in Water added 1,024 gal New depth 26.75 in Elapsed time 372 min Final fluid depth 0 in Absorption rate 900+ gpd Any rejuvenation treatment (past 12 months) LINK. If yes, enter date FORECLOSURE E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' M✓ Yes Community Sewer Manhole/Cleanout > 100' Q Yes if No ft M Yes if No ft Neighboring Tank > 100' M Yes if No ft Private Sewer/Septic Line > 25' Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' R Yes if No ft ❑✓ Yes if No ft Q Yes if No ft Water Service Line > 10' ✓V Yes *35+ Manure/Animal Excreta Storage > 100' If septic tank is under driveway comment below Community Sewer Main > 75' ❑ Yes if No ft r✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' M✓ Yes if No ft Surface Water > 100' Q✓ Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: ❑✓ Absorption Field > 5' E✓ Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' ❑✓ Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' ✓V Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Yes if No ft If absorption field is under driveway comment below Property Line > 10' Gar ess_;' Yes if No ft Wells on Adjacent Lots: Water Main > 10' ❑✓ Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS 'WELL IS 35'+ FROM AWWU SEWR MAIN. SEPARATION DISTANCE APPROVED BY AWWU. ALL JOINTS WITHIN 75 FEET WERE ENCAPSULATED WITH SHRINK WRAP. G. ENGINEER'S CERTIFICATION I certify that I 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. COSA Checklist yellow sheet #AECC884 •,J y . CE 7 Gar ess_;' #AECC884 Parcel I.D. 050-173-18Expiration Date: be C 1. GENERAL INFORMATION: Complete legal description T14_N, RM SECTION 11, LOT 3-A-1 Location (site address) 11139 MAUSEL STREET EAGEL'RIVER AK 99577 Current Property owner(s) FORECLOSURE Day phone Mailing address Real Estate Agent JERI RODRIGUEZ Day phone 441-7194 2. TYPE OF DWELLING: - - ❑ Single Family (w/wo ADU) Z Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 6 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL. Individual Well ® Individual _ Individual Water Storage ❑ Holding Tank::--, -, ❑' Community Class Well ❑ Community Public Water System ❑ Public SewerEl WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. `COSA Fee $ 6 O COV I p Waiver Fee $ Date of Payment _ %/_3 (1ko Date of Payment Receipt Number Receipt Number COSA# OSCZD)3gy Waiver# 149 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: Gamess Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 / Engineer's Printed Name: Jeffrey A. Garness Date: -J 7 v�2r In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and ��v.,.• " y�n,v industry practices. The reported results describe the condition of the systemis on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions,"""" groundwater levels (that may fluctuate during the year), quality of construction (materials and r workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of Ir. r - 70 the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to 1' Q �. perform the evaluation. Reliance upon the information provided in this report by any other person ��lltlltt�i( - party (including subsequent property purchasers) is not authorized, nor will it confer any legal\1Y OF�/�,%j�j whatsoever. O #_ECC884 ON-SITE 6. DSD SIGNATURE = WATER AND System #1 Approved for bedrooms WASTE V `ATER z=1 y pp PROGRAM System #2 Approved for bedrooms J f -� Disapproved �iJiJO/Vj X Conditional approval for bedrooms, with the folio ro 3e,� c -ta/r S) nO 6e- re_p1"_o r.;1 (05P;z01 aBi) OX -,J d.bSeA nto wP8ale aS ou Sw1,t I�m �A \pec a0, " By: PU 6>-D, axx 1; ni "'c,le /u17 d Original Certificate Date: 3 a 0a D The Municipality of Anchorage Development 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10�12.dcc �������� �*&*A���K~�~*�� ������� ��`����'������� Legal Description: T14N, R2W, SECTION 11, LOT 3-A-1 Ifmore than 1septic system onlot: COSA Checklist # 1 Of 1 A. WELL DATA [] Well log hs filed with Onsite (or attached) Date drilled *3112/86 Total depth ^241 ft Cased to UNK ft �� Sanitary seal iofunctioning correctly ��Wires are properly protected Casing height (above ground) 18+ n. Date offlow test for COSA 7121120 Parcel ID: 050-173-18 ~ Structure served bythis system | Well production at time of test 4.7 ~pm Water storage tank volume *^300 gallons Well disinfected for coliform test? nYes FNJNo 9Coliform bacteria ioNegative Nitrate __mg/L �� Nitrate less than MRL (ND) Arsenic 7-11 ug/L 171Arsenic less than MRL (ND) Collected by GEG.LT[}. Date of Sample 7/22/20 Static water level sdbeginning of test 60.2 Comments *PER ADEC ONSITE WATER AND SEWER SYSTEM APPROVAL DOCUMENTATION **300 GALLON PLASTIC TANK IN GARAGE. TANK BYPASSED FOR TEST. GEG, LTD. DID NOT EVALUATE WATER SYSTEM. B. TANK DATA STATION Age oftank(o) *30+ years 1-71 Requir aintenance completed Tanhh/pe/mobar�/ �n=��Age of lift station yea10 Measured operating fluid level inseptic tank -Lift station material E]Stand pipes/fou ndahoncleanout per record drawing Comments - Date of pumping *SEE NOTE *NOTE: THE EXISTING SEPTIC TANK MUST BE UPGRADED. SEE ATTACHED DESIGN PACKAGE. PROPERTY IS IN FORECLOSURE. REQUESTING CONITIONAL COSA BE ISSUED. FUNDS BEING ESCROWED FOR TANK REPLACEMENT. D. ABSORPTION FIELD DATA 5 -WIDE Which system tested (dote installed) 4/23190 F]ALL standpipes present per record drawing Total measured depth from grade 8.2 ft (max) Measured depth hopipe invert from grade 54 ft (m/n) 1771N/A — pressurized field ----- Fl Monitor tubes go to bottom of effective. If not, state depth into effective 2.7' ��Code-required soil cover over field ��System presoaked (Required ifvacant for greater than 3Odays prior to date of test) ' Gallons18S7in�noducmd goUono Comments/Deficiencies: COSA Checklist yellow sheet Adequacy test 7/22/20do�e Results P(|paae For 6 bedrooms Fluid depth prior totest u in Water added 1,024 ��.gm| New depth 26-75 in Elapsed time 372 min Final fluid depth 0 in Absorption naba gOO+ gpd Any rejuvenationtreatment (past 12months) LINK. |fyes, enter date FORECLOSURE E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Q Yes Community Sewer Manhole/Cleanout > 100' Q Yes if No ft M Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25'r-71 Yes if No ft Absorption Field on Lot > 100' Q✓ Yes if No ft Holding Tank > 100' Yes if No ft Neighboring Absorption Fields > 100' Yes if No Animal Containment> 50' Yes if No ft M/ Yes if No ft if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' [3Yes if No *35+ ft r✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑ Yes if No ft Private Wells > 100' Q Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200'✓[] Yes if No ft Water Service Line > 10' [Z] Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Q Yes if No ft If absorption field is under driveway comment below Property Line > 10' Yes if No ft Wells on Adjacent Lots: Water Main > 10' Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS *WELL IS 36+ FROM AWWU SEWR MAIN. SEPARATION DISTANCE APPROVED BY AWWU. ALL JOINTS WITHIN 75 FEET WERE ENCAPSULATED WITH SHRINK WRAP **THE SEPTIC PIPES FOR THE SEPTIC TANK WERE NOT PRESENT DURING OUR SITE VISITS. HOUSE IS IN FORECLOSURE. SEPTIC TANK NEEDS TO BE UPGRADED IN ORDER TO OBTAIN A COSA. REQUESTING A CONIDTIONAL COSA BE ISSUED AND MONIES HELD IN ESCROW TO COMPLETE SEPTIC TANK UPGRADE. ,Qp6 G. ENGINEER'S CERTIFICATION 1 certify that l 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. ........ �O Q ....�e Garn s- E— COSA Checklist yellow sheet �p o f e s #AECC884 0 '- APPLI ,NT FILLS OUT UPPER HA'~ ~ ONLY Property Owner E o I, and Carol A. Williams Phone Box 103003 ' ~ 694-3562 ~ailingAdd'ress A~,~},r~l~. AI~-~ ZipCode 99510. 271--5286 Buyer Property Address: Mausel Rd.; Eagle River, AK Lending InstituuonAlaska USA Federal Credit Union Address 76~O n~R~rr ~,~., A~oh~rmE~ Alaska Zip Code 99508 276-5100 Realty Co. & Agen~/A (This is for an equity extraction loan) Legal Description Lot 3-A-l, a subdivision of Lot 3-A,~SW~, NE~, Sec 11, TI4N, R2W, Sewer Disposal Additional septic tank was ' 1971 [] Holding Tank VA requirements, prior to our purchase. .?~" · Date Date Date Inspector Inspector Inspector Inspector ( ~"'APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAPPROVEO ( ) CO.D,T[O.A' APPROVAt' Soils Rating Date Sewer Installed Well TO Absorption Area Well Log Received Well to Tank Septi(~ Tank Size 72.023 (3182)