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Home My WebLink AboutBIRCH HILLS TERRACE #2 BLK 2 LT 6Birch Hills Terrace #2 Block 2 Lot 6 #050-141-34 Inspection Report _1-1-12.d6rf� 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 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT 14 1 Permit Number: OSPI41386 PID Number: 050- 34 ❑ New 0 Upgrade Name: PHILLIP &THERESA LUCAS ABSORPTION FIELD ✓❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 17710 LACEY DR ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade ij" k 0.8GPD/SF 10.5Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 8.5 Ft. Gravel depth beneath pipe 2Ft. Subdivision Block Lot BIRCH HILLS TERRACE #2 2 6 Fill added above original grade 0 Ft. Gravel length 105 Ft. Township Range Section Gravel width 5Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 525 Ft= 1 F:L Well 186.4 203.3 NA NIA TANK p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity I 1250Gal. Surface water N/A NIA NIA N/A Material Number of compartments Lot Line 65.1 10.5 NIA N/A Steel 2 NA Foundation 7.7 27.3 N/A � N/A_ LIFT STATION Manufacturer Capacity - ' - Curtain Drain N/A N/A 7 N/A N/A Gal. Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPEMATERIAL Housetotank 3034 Tank to 3034 drainfield Installer - - JR'S SEPTIC PUMPING Drainfleld 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspection 1°'Location 9/17/2014 9/1 S/2014 and description dates: 2ntl e BACKDOOR CEMENT STEP 3'" 9/22/2014 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp F�ZVR Conditional Approval: Date .+" At eve In anriorae Approved — /�DO- ✓f Date q'� 8149 r i Inspection Report _1-1-12.d6rf� PUBLIC LACEY DRIVE V DRIVEWAY (E / •��8 .4 20 3" I •/ I4BR HOUSE I 7. 7—(E) 6 DRAIN FIELD (E) �29LFx7'EDx2S'bV, 11'TD n DC)1 - \\��r2 Y 1250g SEPTIC TANKj ORIGINAL THy"^',DOUBLE CLEAN OUT(DC0i DIVERTER VALVE (DV) - DRAIN FIELD (N) 105 LFx2'EDx5'W, 10.5'T �% - �� PES TH-1=� _ 7- -`�c2 i M2 PES TH-2� SEPTIC AREA 101 Utif Esmt TING)-- ;AG1 ( / A B DC1 42.60 29.30 T1 40.00 32.20 T2 32.80 41.60 DC2 31.80 43.40 DV 31.00 44.70 EC1 26.90 46.90 SUMP(Q 12.00 75.30 C 1 45.90 46.80 U 1 44.80 46.00 C2 79.8C ? 4C.70 M2 ?B.CC 138.60 NOTES: PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 —�oF q ��l .: �� • Cgsl�) ig�P ?yfj % ...... • i • • • • • � Steven R. Pannone / �+P�. CE 8149 1 csff`� +kl%� oFEs"�r Date e/za/2o14 RECORD DRAWING scale PJ — 1 o—iai-3 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR EAGLE RIVER, AK 99577 PERMIT NO. osRlalsae PLAN Sheet e0F 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHO STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED SPECIAL PROVISIONS. 2. SCOPE OF WORK: REPLACED 12509 SEPTIC TANK, AND INSTALLED NEW SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE . HOUSE TH-1 1. 1.11 -0.5 4" 0 DRAIN PIPE FILTER FABRIC DRAIN ROCK 8.0 GW INVLL�. 93.8 I z.a -10.0 80T.L NIIv L SM/ I--S.o--- GM -10.5 ,,- , SECTION 1250 GAL SEPTIC TANK(E) DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 12508 SEPTIC TANK PERC RATE = 12.8 MPI SOIL RATING- 0.8 GPD/SF AREA ROD- 525 SF SYS- TYPE: WIDE TRENCH 2' E.D RF 0.7 AREA ROD: 350 MIN LENGTH: 105 LF USED: 105 LF X 5' WIDE, 2.0' E.D.. 1 0.5' TD TOTAL AREA: 525 SF TRENCH SEE DESIGN PROFILE LEGEND 'NATER LINE/ WELL RADIUS NEW SEPTIC FABRIC RAIN ROCK 6' ABOVE PIPE INV 4' 0 PERF PIPE NOTES: PANNONE ENG SVC, LLC RECORD DRAWNG P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR DESIGN NOTES EAGLE RIVER, AK 99577 INV ELEv.9 87 BOT 1L1 ..V, ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE sw o z FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT N.O. C# CLEAN OUT NO. Mj# MONITOR TUBE NO. R. 1. RIGID INSULATION 5 0 DV DIVERTER VALVE Qo o a BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE w �w w w K 1U OJ u J W > v v 5 n 1250 GAL SEPTIC TANK(E) DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 12508 SEPTIC TANK PERC RATE = 12.8 MPI SOIL RATING- 0.8 GPD/SF AREA ROD- 525 SF SYS- TYPE: WIDE TRENCH 2' E.D RF 0.7 AREA ROD: 350 MIN LENGTH: 105 LF USED: 105 LF X 5' WIDE, 2.0' E.D.. 1 0.5' TD TOTAL AREA: 525 SF TRENCH SEE DESIGN PROFILE LEGEND 'NATER LINE/ WELL RADIUS NEW SEPTIC FABRIC RAIN ROCK 6' ABOVE PIPE INV 4' 0 PERF PIPE NOTES: PANNONE ENG SVC, LLC RECORD DRAWNG P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR DESIGN NOTES EAGLE RIVER, AK 99577 INV ELEv.9 87 BOT 1L1 ..V, ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT N.O. C# CLEAN OUT NO. Mj# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE *: 4 _;,tr/ NTS P I.D. NO StevenF2, Pannone/ PERMIT N0. (�PFc/Sl CE 8149�� OSP141386 0FEssooV�`�� Sheet 3 OF 3 On -Site Wastewater Disposal System Permit 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 Permit Number: OSP141386 Tax Code Number: 05014134000 Work Type: Septic Upgrade Permit Effective Dates: September 15, 2014 to September 15, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: BIRCH HILLS TERRACE #2 Site Legal Address: BIRCH HILLS TERRACE #2 BILK 2 LT 6 G:0153 Owner/Address: LUCAS PHILLIP D & THERESA A 17710 LACEY DR EAGLE RIVER AK 995778207 Site Mailing Address: 17710 LACEY DR, Eagle River This permit is for the construction of: Y Disposal Field N Septic Tank N Holding Tank lcf % 30 22 Lot Size in Sq Ft: 49996 Total Bedrooms: 4 N Privy N 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: PRIOR TO CONSTRUCTION: A percolation test shall be performed in the SM soil layer (10'-16.5' BGL) to verify the drainfield design application rate. If design revisions are required, an approved change order shall be obtained prior to construction. The percolation test results shall be submitted with the final inspection report. Col ✓`CVss A e 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 1RfiS11 Parcel I.D. 050-141-34 Property owner(s) LUCAS PHILLIP D & THERESA A Day phone Mailing address 17710 LACEY DR, EAGLE RIVER, AK, 99577 Site address SAME Legal description (Sub'd., Block & Lot) BIRCH HILLS TERRACE #2 BLK 2 LT 6 Legal description (Township, Range & Section) Lot Size 49996 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial ❑ Single Family (SF) 0 Septic Tank ❑ Upgrade 7X (w/wo ADU) Tank, Elenewal E]Multiple Duplex (D) El Privy ElPer CCEPTEA AM U111.18C12.t ElHolding Dwellings Private Well El Water Storage ❑ SEP 8 2014 THIS APPLICATION INCLUDES " VARMU F / 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 agent) Permit/Rush Fees: 61A � 3qj..�gAb r- 91ayoNaiver Fees: _ Date of Payment: 6 1�i�✓q 64." Date of Payment: Receipt Number: 6610W G Receipt Number: Permit No. 0t)P1 q 13& Waiver No. Permit App__ : Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@i)aneneak.com September 15, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Fox Hill Block 1 Lot 5 Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a new septic system be issued for this property. The proposed systems will serve a existing four (4) bedroom house. Currently the existing house is served by a conventional deep trench . The proposed system will utilize the existing 1250g septic tank and a conventional deep trench. The surrounding developed lots are served by public water. There is an existing well on the lot that will be used for agricultural use only and there are no wells on surrounding lots within 100 feet of this system. Soils. We performed one test hole on this lot, and groundwater was monitored on 9/8/2014 and ground water was not observed below the ground elevation in the test hole monitor tube. From 0.0' to 0.5' was organics, from 0.5-10.0' was a sand with gravel, and from 10.0' -16.5' silty sandy gravel. It is my opinion, based on the results of the soils tests, the use of a conventional system and overall soils appearance; an application rate of 1.2 gallons/day/square feet should be used. 1. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from the south to north at approximately 18% in the area of the proposed drain field with a flat area for the drain field location. There are no steep slopes located in the area of the proposed drain field. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 4. Drawing Markings: The Drawings are marked "For MoA Review Only'. When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and 'Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0.217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Col Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@oaneneak.com September 19, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Birch hills Terrace #2 Block 2 Lot 6 Septic System Permit Change Order Ladies and Gentlemen: Soils. We performed two test holes on this lot, and groundwater was not observed below the ground elevation in the test hole monitor tube after seven days. For test hole one, from 0.0' to 0.5' was organics, from 0.5-10.0 'was a sand with gravel, and from 10.0' -16.5' silty sandy gravel. Test hole two showed , from 0.0' to 0.5' was organics, from 0.5-4.0' was a sand with gravel, and from 4.0'-16.5' silty sandy gravel .Both test holes appeared to have the same soils but do to the slight change in topography the layers appeared at different heights. The upper layer was perked and found to be at 1.2 min per inch. The lower layer was perked and found to have a absorption rate of 12.8 min per inch. It is my opinion, based on the results of the soils tests, the use of a conventional system and overall soils appearance; that to use a conservative application rate of 0.8 gallons/day/square feet should be used for the wide trench. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 CDi —,— — — ----- — LACEY DRIVE PUBLIC WATER(E 1 DRIVEWAY (E /` -- -- EXISTING) / A_ WELL (AG) / HOUSUS I 5 E � (E) DRAIN FIELD (E) 29LFx7'EDx2.5'W, 11'TD 1 1250g SEPTIC TANK (E) ORIGINAL TH SEE ATTACHEDG' j/ FAILED TO BE REPLACED SOIL WILL BE PERKED AT TIME 1sL.6� I` AT TIM CONSTRUCTION OF CONSTRUCTION '%�� 0 DRAIN FIELD (P) ' DIVERTER,VALV 105 LFx2'EDxSW, 10.5 TCfi!1 PES THS -1-_I / DOUBLE CL N OUT �1 I �� PES TH-2� SEPTIC AREA NOTES : PANNONE ENG SVC, LLC - of q Xyl Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 (� �qsl�+ 9/18/2014 CHANGE ORDER PHONE (907) 272-8218 FAX (907) 272-8211 i��.v Scale A. *: 49 TH * �) 1"=50' �.. ....... .. ...... P.I.D. NO BIRCH HILLS TERRACE #2 / 50-141-3 BLOCK 2 LOT 6 �''Steven'R.'Pannone LUCAS PHILLIP & THERESA �+P�. CE 8149 . �� osP1T13PERMIT No 86 Sheet 17710 LACEY DR �sTF� PLAN EAGLE RIVER, AN 99577 t1l%�OFES510i� OF 4 Cot SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED SPECIAL PROVISIONS. 2. SCOPE OF WORK: VERIFY EXISTING 12509 SEPTIC TANK, AND INSTALL NEW SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT MONITORED BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APP, WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. TH-1 r 4" 0 DRAIN PIPE _0 5 OR FILTER FABRIC GRAIN ROCK &D CW 11 -10.0 L20 SKI/ -5.0 --� GM 1250 GAL SEPTIC DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM_ 4 (600 gpd) TANK SIZE- 12509 SEPTIC TANK PERC RATE — 12.8 MPI SOIL RATING- 0.8 GPD/SF AREA ROD: 525 SF SIS. TYPE- WIDE TRENCH 2' E.D RIF 0 7 AREA ROD: 350 MIN LENGTH. 105 LF USE: 105 LF X 5' WIDE, 2.0' E.D., 10.5 TD TOTAL AREA: 525 SF TRENCH SEE DESIGN PROFILE LEGEND ----- WATER LINE/ WELL RADIUS NEW SEPTIC NOTES PANNONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 CHANGE ORDER PHONE (907) 272-8218 FAX (907) 272-8211 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR DESIGN NOTES EAGLE RIVER, AK 99577 ABBREVIATIONS Cu COPPER DIP DUCTILE IRON PIPE SECTION TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. a >> M# MONITOR TUBE NO. > J wo z o �Z =s s <� a o s FS z ;w ;2 2w OG ORIGINAL GRADE FG OU U�U �W W w > FILTER FABRIC HOUSE (E) -DRAIN ROCK 6' ABOVE PIPE INV i ,-4" 0 PERF PIPE 1250 GAL SEPTIC DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM_ 4 (600 gpd) TANK SIZE- 12509 SEPTIC TANK PERC RATE — 12.8 MPI SOIL RATING- 0.8 GPD/SF AREA ROD: 525 SF SIS. TYPE- WIDE TRENCH 2' E.D RIF 0 7 AREA ROD: 350 MIN LENGTH. 105 LF USE: 105 LF X 5' WIDE, 2.0' E.D., 10.5 TD TOTAL AREA: 525 SF TRENCH SEE DESIGN PROFILE LEGEND ----- WATER LINE/ WELL RADIUS NEW SEPTIC NOTES PANNONE ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 CHANGE ORDER PHONE (907) 272-8218 FAX (907) 272-8211 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR DESIGN NOTES EAGLE RIVER, AK 99577 ABBREVIATIONS Cu COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C'# CLEAN OUT N0, M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE \� Date OF. A�q [`l�'1 9/18/2014 Steven R15an P'. CE 8149 '11i°�a�ssio�P� � 10 NTS �" P.LD. NO 50-141-3 ,e j PERMIT NO. t/ OSP141386 2 O 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 16.5 TEST HOLE OR TOPSOIL GW SANDY GRAVEL SM/ GM Silty GRAVEL W/ SAND (PERK AT TIME OF INTALATION) Coi SOILS LOG - PERCOLATION TEST SLOPE TEST ORIGINAL TH SOIL WILL 8E F OF LF -S I PES TH IJ 2/E�S'TH WAS GROUND WATER SLOPE 48R HOUSE (E) ENCOUNTERED? N IF YES, AT WHAT TH 1 DEPTH? -N/A-' X DEPTH TO WATER AFTER BOH MONITORING? - DRY - DATE PERFORMED: 9-4-2014 DATE: 9-14-2014 7 DAY MONITORING TO BE COMPLETED AT TIME OF CONSTRUCTION. READING DATE CLOCK TIME NET TIME WATER LEVEL READING NETDROP 1 9/4/14 10:52 --- 6.00 -- 2 10:59 7 MIN 12.00 6.0 3 11:00 --- 6.00 -- 4 11:07 7 MIN 12.00 6.0 5 1109 --- 1 6.00 --- 6 11:16 7 MIN 12.00 6.0 PEROLATION RATE 1.2 (min/inch) PERC HOLE DIAMETER 6 inches - TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by Pannone Engineering Svc. Test Hole was presoaked before pere test. last three readings recorded. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 -�oF q �� p(�•" k., kl� • �6j,. y j j .. %"" "' ""' . Pan'none /�� , CE 8149 ��/ + lF.= '11 PF�PRO ESSIONF `�� "�� Date 9/18/2014 FOR CONSTRUCTION Scale NTS PLD. NO 751--147 —34 PERMIT NO. osP1au86 BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6'Steven LUCAS PHILLIP & THERESA 17710 LACEY DR EAGLE RIVER, AK 99577 SOILS LOG sheet 3 OF 4 TEST HOLE OR TOPSOIL 13 14 15 16 16.5 BOH DATE PERFORMED: 9-17-2014 Cod SOILS LOG - PERCOLATION TEST SLOPE TEST 4BR HOUSE (E) ORIGINAL M SEE ATTR SOIL WILL BE PERKED AT OF GONSTRU( I1 PES Hr,� S TH-2L WAS GROUND WATER SLOPE ENCOUNTERED? N IF YES, AT WHAT TH 1 DEPTH? -N/A-' X DEPTH TO WATER AFTER MONITORING? - DATE: -2014 READING DATE CLOCK TIME NETTIME 2 NETOROP 1 9/17/14 3 GW SANDY --- 2 GRAVEL 4 9.67 2.37 5 3:11 --- 6 --- 4 7 30 MIN 8.95 8 5 3:44 9 6.61 --- 10 4:14 30 MIN 11 SM/ Silty GRAVEL GM W/ SAND 12 (PERKED) 13 14 15 16 16.5 BOH DATE PERFORMED: 9-17-2014 Cod SOILS LOG - PERCOLATION TEST SLOPE TEST 4BR HOUSE (E) ORIGINAL M SEE ATTR SOIL WILL BE PERKED AT OF GONSTRU( I1 PES Hr,� S TH-2L WAS GROUND WATER SLOPE ENCOUNTERED? N IF YES, AT WHAT TH 1 DEPTH? -N/A-' X DEPTH TO WATER AFTER MONITORING? - DATE: -2014 READING DATE CLOCK TIME NETTIME WATER LEVEL READING NETOROP 1 9/17/14 2:39 --- 7.30 --- 2 3:09 30 MIN 9.67 2.37 3 3:11 --- 6.59 --- 4 3:41 30 MIN 8.95 2.35 5 3:44 --- 6.61 --- 6 4:14 30 MIN 8.95 2.34 PEROLATION RATE 12.8 (minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 10 FT AND 11 FT COMMENTS: Test hole excavated by Pannone Engineering Svc. Test Hole was presoaked before Derc test. last three readings recorded. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORA PHONE (907) 272-8218 FAX (907) 272-8211 �G, Aw �y ff *: 49 TH . *!/ ""' "' "•• .. //�PSteveCER814g'noanno / +�liF��OESSIONP+ Date 9/18/2014 FOR CONSTRUCTION Scale NTS BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 LUCAS PHILLIP & THERESA 17710 LACEY DR EAGLE RIVER, AK 99577 P.I.D. NO 50-141-3 PERMIT N0. OSP 141386 SOILS LOG Street 4 OF 4 Municipality of Anchorage • On-Site Water and Wastewater Program (907) 343-7904 Lin a S R 1 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-141-34 Expiration Date: Lr ^ 3 0-1 1. GENERAL INFORMATION Complete legal description Birch Hills Terrace #2 Block 2 Lot 6 Location (site address) 17710 Lacey Dr, Eagle River,AK Current Property owner(s) Swift Day phone 885-0968 Mailing address same Real Estate Agent KW Day phone 885-0968 , 18970 , 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) IL] MAY 0 n18 ❑ Multiple Dwellings (Single Family and/or Duplex) 01 6 8 L ° ' 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: .//2�., COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ � Date: Date of Payment '13I( Date of Payment Receipt Number ('lu1'i" Receipt Number COSA# ()J C(cOi IW 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 694-7028 Address PO Box 770724, Eagle River Engineer's Printed Name Steve Eng Date 5/1/2018 . .. .. 6. DSD SIGNATURE • • System #1 Approved for Li bedrooms. •• System #2 Approved for bedrooms. < Disapproved. t ,`..`: : i (, 0 ., Conditional approval for bedrooms, with the following stipulations:.‘'' . Q. 00 p -7:Pip 70• S �NP� v: \10\S P GRP 72. o v' • .tdp-tit -- Original Certificate Date: The Municipality 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.doc 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:fl!t_t /`' /i fi e ree_ a. 50- Lc Parcel ID: d so /41 A. WELL DATA M)63IG Well type If A, B, or C provide PWSID# Well Log (Y/N) Date completed Sanitary seal (YIN) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: -- B. SEPTIC/HOLDING TANK DATA Tank Type/Material See'rrC—f S Date installed ?//7/y' Tank size /Z SO gal. Number of Compartments z Cleanouts (Y/N) Foundation cleanout(Y/N) y Depression over tank(Y//N) High water alarm (Y/N) i✓ Date of pumping S e Pumper ^'ice/ llaci "P"4 C. ABSORPTION FIELD DATA Date installed -7/22//if Soil rating (g.p.d./ft2 or ft2/bdrm) C. 8 System type rC„cl� Length /0 5 ft. Width 5 ft. Gravel below pipe 0 ft. Total depth/O.5ft. Eff. absorption area 5 Z 5ft2 Monitoring tube Y Depression over field Al Date of adequacy test //30/1 Results (Pass/Fail) P For Y bedrooms Fluid depth in absorption field before test () in. Water added24 00gal. New depth, 5 in. Elapsed Time: �0 min. Final fluid depth Q in. Absorption rate >= _g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) tJ ti1(C If yes, give date D. LIFT STATION AM Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: A//k Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation l� 'f' Property line l6 Absorption field 5 < Water main /° Water service line / D 1' Surface water /CJ d Wells on adjacent lots /d 6 T ABSORPTION FIELD ON LOT TO: Property line l (' Building foundation /Q ('�` Water main /0 ('f Water Service line /0 (.f. Surface water /0 o ( Driveway, parking/vehicle storage ( (r Curtain drain 5 O Wells on adjacent lots ( 30 1- F. F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and A '`r�'q 4 review of Municipal records that the above systems are in w �,� A, 40 conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name S?—, 1( Date ,5(V / rc510-4 ° COSA yellow sheet_2-6-15.doc Mfrae t+t•.S.0)rL alv.(418.111CD) _---_._._.._ ----_ ---ri-I . �r-�� _ �.-� - ' - � O.Ev.(SSI& 0 COMC71 p �-4 tn wows orswecr - .00';. R 70112041'euca.w 41eACK L •----.-- .' ''N,,,„. , i VE!MONS 9111...C% ` . -11 tEAR et>tnuo scrum .•(1/\ a` ..% e ''> C., VVC b ✓Q �r `N2 7Nii• t\ I M EXIS TINOHOUSE � ; ... .• 6 .-..".0 0 .\:.Oa s 2 . C. . cg., [i] _____________ _______, J0,UTI Eg` • •r, MT -_________ . , U . UNDER NO CIRCUMSTANCES SHOULD AN AS-BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSNING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBIUTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FNANCIAL UABIUTY ONLY FOR THE COST OF THE SURVEY. •-� USTED DISTANCES PREVAIL OVER SCAUNG. REPRODUCTION MAY CAUSE ERRORS IN SCALE. !-.J LOT SURLY SURVEY TYPE SYMBOLS E FCUNOATICN AS-BU/LT _1 ,FINAL STRUCTURE AS-BUILt • SET REBAR j' DRAINAGE 1:. :::: 1 ASPHALT O FOUND REBAR 0,3,.__.e. y000 FENCE �.A.e 1 CONCRETE II PLOT PLAN . . . AS-BUILT . .. LOT SURVEY. . • TOPOGRAPHY 7 AS-@t:ILT . . NO CORNERS SET® WW1TIFICASCN AS-Bt1ILT. . , NO CORNERS SET ® ASSUMED ELEV. K X X METAL FENCE 1111 1 WOOD DECK I PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBIUTY OF THE BUILDER OR OWNER.,PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. ;URVEY CERTIFICATION ..*`��,� Prepared by LOT PLAN ♦♦•.\E of ig. Cobert E. Johns, Jr. & Assoc. 7.r.by earthy that thw•p"r'°�y-- ��';.•• ""••:;��' *� Professional Land Surveyors Atot Amon.d d•.vta.d hero.,e d that I aund..rtabbob.a a a M bt e.... �j�. 1700 Brink Drive. + . ,,) '•! ANCHORAGE. ALASKA 99504 ..rr.d tn..awl=r.ct. •dirartokoto how boon " • I N I *�, II I Rec. Lot S.F. Ree. Plat File No. Li Scale: DUNDATICN AS-BUILT �::.r... f•••• wirh..•..r'u� ••: 1 = 6O Rob.t c+°""•Jr.Nr.by a' tliet I3,11,.. ... ' IDote Surveyed: Drawn by. Checked byeA�MR °""art "O09/24/14 REJ JIV1.abattm.n t.I.bt.,d V.•t d b.. .+w.ren••MItf.tnodvrta tLow.brov.• •. •ROBERT E, rN5.• •..0.b .andAo.to oad•wt..d.tvrw •. / 0 r Date Drawn: Grid: W.O. a�-w- 09/25/14 NW153 14-462 NAL STRUCTURE AS-BUILT •.$' .,4. 41 2 S •�e�• Robert C Johns.J.bn.by a.tNY M.t I �♦'e�••••.,. '•�•..'t_�t♦+ Legal Description: prMn«..ArdJt-...y«a,• C. so.p •..,....... o�A .♦ Lot 6 Block 2 N`.4aq and Y.leneta on d so 0rr.�n h..at , Ao, �. .'.b"'a,arbd .:"°'°°�"""`�'`�`W +��r`::��+w4' BIRCH HILLS TERRACE #2 ARCTIC PUMP& WELL INC. Jim Sullivan, CPI ,. y -� PO Box 770197 �' 7 Fe °- arn[rt+nr®sm1ws ) •�� '`' 21115 t MIT Eagle River.AK 99577 • t (907)688-2510 (907)243-2282 :gcticp_ump.com Well Decommissioning Log Legal Address: Subdivision: Birch Hills Terrace # Block: 2 Lot: 6 7 T: R Section Lot: On-site Water& Wastewater Program certified contractor performing the well decommissioning: Name: Signature: Jim Sullivan Company: Arctic Pump& Well, Inc Well Decommissioning Date 6-5-18 Method of Decommissioning: AMC 15.55.0601J a.❑ b.❑ e.(l Location: Use the space below to provide a drawing of the property showing the following items: • North Arrow • Decommissioned well • Other water wells on the property • Two separate swing tie distances for each well shown on the drawing Note: the swing tie distances shall be measured from either permanent structures or the property corners. r L • { Arctic Pump& Well, Inc. Page l of 1 • Municipality of Anchorage On -Site Water and Wastewater Prograrr�3 € (907) 343-7904 f Certificate of On -Site Systems Approval Parcel I.D. 050-141-34 C/ Expiration Date: 1. GENERAL INFORMATION Complete legal description BIRCH HILLS TERRACE #2 BLOCK 2 LOT 6 Location (site address) 17710 LACEY DR, EAGLE RIVER, AK 99577 Current Property owner(s) PHILLIP & THERESA LUCAS Day phone Mailing address SAME Real Estate Agent Day phone 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request Received by: _��k' wW Date: -W-01 d� y COSA to be released to the engli eeg/, unless otherwise requested by the engineer. COSA Fee $ )l f%tq iD�7 Waiver Fee $ Date of Payment�l of J� f� Date of Payment Receipt Number 0 Lt C4 Receipt Number COSA # o se fyfa4' 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 andlor 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 andlor wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Alk. 99510 Engineer's Printed Name 6. DSD SIGNATURE Steven R Pannone V System #1 Approved for bedrooms System #2 Approved for _ bedrooms Disapproved Date 9/23/2014 Conditional approval for bedrooms, with the following stipulations: By,: — f✓�J . Original Certificate Date: Ca _ r Th�nici ity Anc orage 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet° c If more than 1 septic system is on the lot: COSA Checklist # 1 of Structure served by this system I Certificate of On -Site Systems Approval Checklist Legal Description: BIRCH HILLS TERRACE #2 BLK 2 LOT 6 Parcel ID: 050-141-34 A. WELL DATA Well type A If A, B, or C provide PWSID # AWWU Well Log (Y/N) Date completed Sanitary seal (Y/N)_ Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate Arsenic ug/L Date of sample: B. SEPTIC/HOLDING TANK DATA ft. ft. g.p.m. g.p.m. mg/L Collected by: Tank Type/Material Septic/Steel Date installed 9/17/2014 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) _Y Depression over tank (Y/N) N High water alarm (Y/N) Date of pumping NEW Pumper JR's Pumping C. ABSORPTION FIELD DATA Date installed 7/22/2014 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 System type Wide Trench Length 105 ft. Width 5 ft. Gravel below pipe 2 ft. Total depth 10.5 ft. Eff. absorption area 525 ft2 Monitoring tube Y Depression over field N Date of adequacy test New 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 N/A "Pump on" level at _ Datum Size in gallons _ in. "Pump off' level at _ Cycles tested _ Manhole/Access (Y/N) _ High water alarm level at Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ 100+ On adjacent lots 100+ Absorption field on lot 1 Public sewer main 75+ Public sewer manhole/cleanout 100+ Sewer /septic service line 25+ Holding tank 100+ a areas 100+ Manure/animal excrete storage Animal containment areas 100+ g SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+ Water service line 10+ Wells on adjacent lots so 106 F AW ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100 F. COMMENTS 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. Engineer's Printed Name Steven R. Pannone Date 9/24/2014 COSA brown sheet 10-10-12.doc Absorption field 5+ Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 10+ in. � aaawc sETPAa1 PEM BUAAwO 9.1e/lX 7 E L=1so.oD LACEypRIVE -\ R-790,00 WELL 5 UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBIUTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL UABIUTY ONLY FOR THE COST OF THE SURVEY. USTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT SURI SURVEY TYPE ogmo SYMBOLS ❑ FOUWATON AS -BUILT • SET REBAR D ASPHALT RNAL SRRUMRE AS -BUILT r- DRAINAGE O FOUND REBAR �g ypOp FENCE:.:'I CONCRETE ❑ PLOT PVN ... BUILT ... LOT wR� ... TOPaRMNY 00 ASSUMED ELEV. )f If 11 A�_wmT Nnn r. rnArFRc u'T R RrrmnRn.nnu ♦e_qurT un rtwumc ar METAL FENCE ® WOOD DECK IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER,, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH 00 NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SURVEY CERTIFICATION ...�,�r,♦��T��I,, PLOT PLAN 0 ; G ,.'Y +I. 13 AS -BUILT ' 4121—S STRUCTURE AS-BWLT ♦'0.'•°•. E iYw. t. Milt KATY tl,et I I. °^ '•.� ' a tler MA v,a lrt s m. ,••••• _ d ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS. DRIVEWAYS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS 07HERWISE NOTED. Robert E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 8r1nk Orive, ANCHORAGE, ALASKA 99504 Dale: 11, = 601 Rea Lot S.F. Reo. Plat Re No. °`° S°r"°'"° 09/24/14 Orawn by. REJ G acked JMK ate Drawn: 09/25/14 or": NW153 W'O' 14-462 Lot 6 Block 2 BIRCH HILLS TERRACE #2 MUNICIPALITY OF ANCHORAGE /0 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE INEI Calkins Enterprises 694-2555 F-1 UPGRADE MAILING ADDRESS Box 683, Eagle River, Alaska 99577 LEGAL DESCRIPTION Lot 6, Block 2, Birch Hills Terrace Subdivision LOCATION NO. OF BEDROOMS Eagle River Loop, Eagle River, Alaska 4 Well Absorption area Dwelling PERMIT NO. V Y DISTANCE TO: 7 0494 F_ Q Manufacturer '10, Material No. of compartments W f. 1 Tank Steel 2 N Liq. capacity in gallons 1250 IF HOMEMADE: Inside length Width Liquid depth 0 Y DISTANCE TO: Well Dwelling PERMIT NO. JAZ 0zH Manufacturer Material Liquid capacity in gallons Well Foundation Nearest lot line PERMIT NO. -i = LU DISTANCE TO: i i _j LL Z No. of lines Length of each line Total length of lines Trench width Distance between lines F Z w 9 tr _ inches Ir finish -Top Material beneath tile Total of tile to grade y„ 3" am2— effective absorption area p inches 622 Ft_2 Length Width Depth PERMIT NO. w ' dF- Type of crib Crib diameter Crib depth Z Total effective absorption area LU LU Well Building foundatidn Nearest lot line DISTANCE TO: -" r J Class Depth Driller! o_ bot line PERMIT NO. J W DISTANCE TO: Building foundation Sewer line/ Septic tank Absorption area(s) OTHER PIPE MATERIALS L !VC n -- SOIL TEST RA I G 100 Ft.2/Bedroom INSTALLER Calkins Enterprises t4. REMARKS 1) Well not drilled 2) Due to boulder, first 8' of trench 10' deep. 3) .trench is 11' plus 'I 1�':r'f'`� / ANO in depth. L7- * -'4 93-►.! t �...•... ......� ��1,/C)NA � APPR V D T LEGAL MON G -GREY & ASSOC., INC. - 7-79 By: Alvin R. Zeman 72-013 (Rev. 3/78)