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Home My WebLink AboutKARVIEW LT 1Karview Lot 1 #015-163-48 "Not eligible for a COSA if the berm has been removed" Municipality of Anchorage Development Services Department 40 - Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO90082 PID Number: 015.163.48 Name'lk Thomas Wastewater System: ❑ New ® Upgrade Address: 11401 Hideaway Trail, 9516 ABSORPTION FIELD Phone: Number of Bedrooms: ❑ Deep Trench ❑ Shallow Trench ❑ Bed 0 Mound ❑ other: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 1.0 GPD/Ft' 0 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 7 Karview +0.5 Ft. 0.5 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 2.5 Ft. 34 F. Well: ❑ New ❑ Upgrade Gravel width: Numberot lines: Distance between lines: 16 R. 3 1 5 Ft. ClasaMcatien (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Exist'g Private Ft. Ft. 474 Ft' 3034 PVC Driller: Date Drilled: Static Water Level: Installer: Date installed: Ft. A+ Plus 6/24/2009 Yield : Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ❑ other: To Septic Absorption Lift Holding ublic/Private Manufacturer: Capacity: From Tank Field Station Tank Sewer Line EXlst'g Gal. Well 102 138.4 110 30 Material: Number of Compartments: Surface Water 109 69.7 114 LIFT STATION 18 10.5 16 Si.: Manufacturer: - Lot Line Gal. 76 95 83 "Pump on' level at: 'Pump off" level at: High water alarm at: Foundation in. in. in. Curtain 50+ 50+ 50+ Pump Make &Model Electrical Inspections performed by: Drain Remarks: Field covered w/ rigid insulation. reusing exist'g field. Exist'g tank BENCH MARK Location and Description: inspected and no leaks found. Request modification of the Garage door, top of slab surface water waiver to 69 feet due to the creek actual location. Assumed Elevation 100.0 Ft. Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: let 6/2212009 2nd 612412009 � OF •1144 �� P.\� Development Services Department Approval TH Conditional Approval Date: a .n..••.. 7�•.Steven • R. Pannone, i `��/ Reviewed by:Date: 2 '• No. CE 8149 '• i and approved ��Ie�1ESS,.i�� (Ray. 04/06) Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage. Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 htta:/1www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Program �o c e� Department **** VARIANCE/WAIVER REVIEW **** WR#: 090031 HA#:_ Permit#: 090082 PID#: 015-163.48 Legal Description: Karview, Lot 1 Engineer: PES Applicant: jock Thomas Your request for a waiver of the required 100 feet horizontal separation from the absorption field to the surface water has been approved. The approved separation distance is 75.O�t. Also a waiver of the required 10 feet to an existing bed has been approved. The approve separation distance is 5 feet.�2jeel [1 1 A .72 This waiver approval applies to the proposed absorption field to surface water and existing field l/// separations only. Any future upgrade to the on-site wastewater disposal system will require all 2 iD separation distances be met or another approval from this department. ............................................................................... Waiver Is Granted: X Waiver Is not Date:/6 18/2009 Approved by: .................................................................. Rec#: 042994 Amount: $800.00 Date Paid: 611/09 **** VARIANCE/WAIVER REVIEW **** PROPOSED IFIELD UPGRADE 'BED, 15'V x3010.5'ED, 2'jD EXIST'G BED IN FAILURE. ISEPTIC TO BE REUSED AREA EXIST'G LIFTSTATION,-- TO BE REUSED m 101 tiL Es t L I F /6 /'40 III � I 'r 't LS F' 'RlOO-O b EXIST'G WELL EX Ml 01 O� G 3BR H XIST' OQS�E, m 138.4 69.7 �. CONSTRUCT -,2' HIGH \0EF�M7iGPS0M-3SEED 7:7 LOT UNDEVELOPED NO WELLS! OR SEPTICS W/IN 1001 FEET EXIST'r, CREEK SWING TIES CO 'LS 6 MI 63.1 24.1 M2 95.9 53.9 NOTES: PANNONE ENG SVC, LLC DRAWINGS P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 -'49 TH KARVIEW S/D LT 1 ;0 RICK THOMAS 11401 Hideaway Trail •CE 8149 PLAN Anchora315ge-3201, AK 99516 .-I ......... kOFES� �iIko 106/30/09 Scale c I e P.I.D.P1 500'. TNO -ERMIT NO. SWO90082 Sheet 1 OF 3 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. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 3. SCOPE OF WORK: UPGRADE ABSORPTION FIELD FOR EXISTING 3 -BEDROOM HOUSE. REUSE EXISTING LIFT STATION. VERIFY INTEGRITY. REUSE EXISTING FIELD. INSTALL DUEL VALVE'S IN LIFT STATION TO SWITCH BETWEEN FIELDS. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 5 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 3 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS IN 4.0 FEET INCREMENTS. 97.01.5 96. I--15.0 SP 92.0 WATER —7.0BOH 90.0 DESIGN PARAMETERS SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1250g S.T.E.P. PERC. RATE: >1 MPI SOIL RATING: 1.0 gpd/SF AREA ROD: 450 SF SYS. TYPE: 15 -WIDE BED MIN LENGTH: 30 LF SLS% 3OLFx 15' WIDE, 0.5'ED, 1' TO TOTAL AREA: 450 SF SECTION TOPSOIL AND SEED 2.0• FILTER FABRIC & 2" RIGID INSUL. ABOVE DRAIN ROCK WO mZ FW oa ZW �a 1 1/4" PVC F.M. SLOPE VARIES 96.5 ` DRAIN ROCK 4" ABOVE PIPE INV. DRAIN ROCK 0.5' BELOW PIPE INV. 1 1/4"0 PERFORATED PIPE 2.0' FILTER MATERIAL PROFILE wo mZ �W 1 1/4" PERFORATED LINE pc=i W/ 1/4"0 HOLES ON 1.5' 7w CENTERS 0 a UPGRADE BED ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER 96.5 INV 96.0 LEGEND •-•-•-•- WATER LINE/ WELL RADIUS EXIST'G SEPTIC NEW SEPTIC (FORCE MAIN) CHAINLINK FENCE NOTES: Ptil\1\ONE ENG SVC, LLA.. = "_�� Date RECORD DRAWINGS P.O. BOX 102954 ANCHORAGE, AK 99510 4�QF A�gSI6/30/09 � PHONE (907) 272-8218 FAX (907) 272-8211 Scale * ,• TH z'k�l� NTS KARVIEW S/D LT 1 j "' "' P.I.D. NO RICK THOMAS/ teven R. onnome j PERMIT NO. 11401 Hideaway Trail ��'_P' CE 8149 .t?�� SWO90082 DESIGN NOTES Ancho315 -320199516 ,�llj \o...... SheetOF 3 r 4y t♦, r / i5�� , , � � `^ a I f , r i'. E 's r { r if f ! � �f J{ ra '_i l ,-•- r f ti C `-.. ^r1 :�{� .� ,..M , r rt .:-) 1/ �.�: ` '� ` • �•..YT t �Jl 1 •,I,L � i•. \I� r• fl t ,: lir .. ., \, ♦ t ,�.{ { rat. i3 t\.l l � ` •r �,/ � � 1� r^sl-^ ~• ��r 77, 01 •,.li{ [e�(,\i-rfct i;�?tf\t L:�i ,'�1+ ],r�.• 't t: \; L' A ♦ t l 1r % r l 3 _ 1 y. w i y t �' ♦ i -'R �i �. R J{{{j F It ��.� r �f♦ rt -.R t T J} \ t-. .nix \\�:'�, !, :, r 1 i ,y /.� � i'- ' , II '�•`IS 11r'; � t {`'�Ir{r s 4 1 .1 r�.•. i / ".4h - 1 � 4r. { , ' i �t fs} r 1 ! t r r r �. ♦ 1y. J} { • L .. r t yS t 1 r' Y ': !t J tr,f 7(TSS ., .i 7•{. t r :� r ,. - r r )r { Y t�•�t ' _% Y ri�.�"`.' `:'i �' ■S � t bF ht. •I A. � ff1 ! 1, 4 i rr i i t : w.s.:#A •1• .11vr r' � K 1�pp _� l 3� t . t1t R 7 , �.wP• ' ' { ,l. t it `!. `�.i• � ,.: �'� •r�+ rt :t r � �j,Al { f i4 .. , tl, + <yr j � � z . t l ` a 4 1 y t. r t r�'\' , ': '• Iii i4`. �'1�� Y 4 `� /". ♦ __ i f'+1 t `r r Lh ! 3 � h y r � ♦j { r. r•4!7• l ! .t r tj �• ! tj�� l•ttt 1}� t if ri f •>� r t i 1 *, • S to • 1 y . r l t i f j . ,_. • . •,, J'.i r r7 all C R~ �r � � 1f Nl1• l 1 �rb �I•• v . 1 7 1 j �, I�_ � .. 9 4 j_ \t j MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 09, 2009 Expiration Date: Jun 09, 2010 Permit Number: SW090082 Parcel ID: 015-16348 Legal Description: KARVIEW LT 1 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 011401 HIDEAWAY TR Owner Name: RICK THOMAS Lot Size: 49358 SO. FT. Owner Address: 11401HIDEAWAYTRL Total Bedrooms:3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-1151 This permit is for the construction of: ❑✓ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. BERM TO BE BUILT AND HAVE TOPSOIL AND SEED BEFORE THE INSPECTION REPORT CAN BE APPROVED. Received By: J Date: /,// Issued By: kZ l'V% '4�1 Date: t% Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015.163-48 Property owner(s) Rick Thomas Day phone 315-3201 Mailing addressl1401 Hideaway Trail, Zip Code 99516 Site address 11401 Hideaway Trail Zip Code 99516 Legal description (Sub'd., Block & Lot) Karview SID, Lot 1 Legal description (township, Range & Section) Lot Size 49.358 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: ZD Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone LLC (Signature of property owner or authorized agent) Date of Payment: Receipt Number: (Rev. 11/05) Date of Payment: Receipt Number: aI/ e? y Pannone Engineering Services «c Steven R. Pannone, P.E., Principal Licensed & Registered In Alaska and Florida E-mail: stevetaoanenaak.com June 6, 2009 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99519 Re: Karview S/D, Lot 1 Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request an upgrade septic permit be Issued for the above referenced lot. The proposed system will serve an existing three-bedroom house; the lot is currently developed. The lot is served by a private water supply system located on the central portion of the lot. The surrounding developed lots are served by private water systems; the private wells are located over 100 feet from the proposed soil absorption system. 1. Soils. A single test hole was excavated in May of 2009. Ground water in the form of seeps was encountered to a depth of 5 feet during the excavation. The water stabilized at a depth of five feet after the monitoring period. Bedrock was not encountered in the test hole. Based on the percolation test results and the overall soils appearance, the soils are suited for the use of a conventional wastewater septic system with an application rate of 1.0 gpdpsf. 2. Proposed System a. Percolation Rate: b. Application Rate: c. Design Flow: d. Min. Absorption Area: e. Total Depth: f. Effective Depth: g. Width: h. Minimum Length: i. Design Length: j. Effective Absorption Area: k. Septic Tank Size: <S Min Per Inch 1.0 gpd/sf 450 gallons per day 450 sf 2 feet to bottom of sand filter 0 feet to bottom of bed 0.5 feet 15 feet 30 feet 30 feet 450 sf 1250 gallon S.T.E.P. Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive lane, Anchorage, AK 99515 Telephone: (907) 272.8218 FAX: (907) 272-8211 Page 2 of 2 3. Surface Water: Surface water is located 64 feet from the test hole and 75 feet from the proposed drain field upgrade. A two foot high berm will be constructed to prevent any overflowing sewage from a direct connection to the surface water. There Is no other surface water within 100 feet of the proposed tank or the drain field. 4. Topography: The average topography in the area of the proposed septic system is approximately six percent based on contour information. S. Waiver Request: I request a surface water waiver be granted to place the proposed upgrade drain field within 7S feet of the surface water located south of the proposed location. Granting this waiver will not affect the development of the neighboring lots. 6. Waiver Request: I also request the separation distance from the new bed be waived to five feet to the 1978 abandoned deep trench. Granting this waive will allow the proposed bed to be five feet farther away from the creek. The effluent from this system will not affect the existing trench. We will maintain at least 10 feet away from the existing bed. 7. 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. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Attachments: Sincerely, Steven R. Perrone CE 0149 j Steven R. Pannone, P. E. Principal Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 6/6/09 PROPOSED IFIELD UPGRADE 'BED, 15'v x30'LO.5'ED, 2'TA) EXIST'G BED IN FAILURE. ISEPTIC TO BE REUSED I AREA EXIST'G LIFTSTATION 1978 DEEP TRE CH TO BE REUSED ABANDONED Its 11991 L103 tit ES N, 00' CRE K OFFSET 'R1OO.O /Cto EXIST'G WELL .3 ol�b XIST'G 3BR HOQSIE, -116.0 H1. of > LI I 75:9 CONSTRUCT, 2' HIGH BEffm7fGP5M-& -SEED LOT UNDEVELOPED NO WELLS OR SEPTICS W/IN 100 FEET EXIST'G CREEK NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE. AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 '%Z' n:"Vkx� . .... ..... .. . on.0 ........ nome CE 8149 Dote 06/06/09 ISSUED FOR CONSTRUCTION Scale KARVIEW S/D LT 1 RICK THOMASteven 11401 Hideaway Trail Anchorage, AK 99516 315-3201 P.I.D. NO PERMIT NO. swxxxxxxSheet PLAN 1 OF 3 i; NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE. AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 '%Z' n:"Vkx� . .... ..... .. . on.0 ........ nome CE 8149 Dote 06/06/09 ISSUED FOR CONSTRUCTION Scale KARVIEW S/D LT 1 RICK THOMASteven 11401 Hideaway Trail Anchorage, AK 99516 315-3201 P.I.D. NO PERMIT NO. swxxxxxxSheet PLAN 1 OF 3 r 1 / I EXIST'G I -- \-EXIST'G �` r ' I WELL WELL SEPTIC 7 I I _ .'• IaEA� oA1'Aj EXIST 'G SEPTICS + IN FAILURE_I 7 EXIST G I ; SEPTIC _ _ e�-� — l I AREA —. �` ° irI WELL. %', I i `1N 1 j EXIST'G I I EXIST PROPOSED I ^TELL % ' _ w UPGRADE, II j II pDT 6q9 e �•G�• , %t /ept . r � I Jp0 ��9pp 1ST'G C REEK — — — 107Ut11 t Rpp T"t — - le - i • /€k 8 NOTES'��Dote SSUED FOR CONSTRUCTION P�N� IN�P.O. BOX 102954 ANCHORAGE, AGE, AK 99510 L� .=qE OF;A�gs��l' 06/6/09 Scale 9 PHONE (907) 272-8218 FAX (907) 272-8211 i��P tl i .. 49 TM ... 1-=100- KARVIEW S/D LT 1 .4 P.I.D. NO RICK THOMAS In 11401 Hideaway Trail 9 �+ CE�8149 na•� PERMIT NO. Anchorage, AK 99516 �l� mss•. \?,! swxxxxxx PLAN 315-3201 �lllj D�oiiss Sheet7 0F 3 \\ �� SOILS LOG - PERCOLATION TEST SLOPE TEST HOLE WAS GROUND WATER ENCOUNTERED? Y IF YES. AT WHAT DEPTH? -5.0'- DEPTH TO WATER AFTER MONITORING? -5'- DATF- 5-30-2009 SLOPE TH 1 Y 'FADING DATE CLOCK WATERTWE NET 71ME LEVEL NET DROP READING 1 5-18-09 152 2 3 4 S E COMMEN S BELOW 5 6 PEROLATION RATE <1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3.0 FT AND 4.0 FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before perc test. Five Qallons of water was added to the test hole, but it seeped away faster than it could be measured. See Material Analysis PERFORMED BY: 1. STEVEN R. PANNONE CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL ONTHEDATE OF THIS TEST. TEST HOLE 1 OR "' qs+�� 6j�P y�j/ "" "' "' "' / ....... S; teven'. nnoee / // �.. CE 8149�/ �04��' `� ``� ORGANICS t ISSUED FOR CONSTRUCTION Scale TS 2 Roots/Silts ML P.I.D. NO 3 PERMIT N0. swxxxxxx Poorly 4 Sp Graded SAND w/trace Gravel 5 6 7 BOH 8 9 10 11 12 13 14 15 16 17 IB 19 20 SOILS LOG - PERCOLATION TEST SLOPE TEST HOLE WAS GROUND WATER ENCOUNTERED? Y IF YES. AT WHAT DEPTH? -5.0'- DEPTH TO WATER AFTER MONITORING? -5'- DATF- 5-30-2009 SLOPE TH 1 Y 'FADING DATE CLOCK WATERTWE NET 71ME LEVEL NET DROP READING 1 5-18-09 152 2 3 4 S E COMMEN S BELOW 5 6 PEROLATION RATE <1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3.0 FT AND 4.0 FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before perc test. Five Qallons of water was added to the test hole, but it seeped away faster than it could be measured. See Material Analysis PERFORMED BY: 1. STEVEN R. PANNONE CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL ONTHEDATE OF THIS TEST. NOTES: �TTG��UID7�LTINNESSIINTEFFECT PA 1�1�O L: ENG SVC, LLC_0FAxx� P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211j "' qs+�� 6j�P y�j/ "" "' "' "' / ....... S; teven'. nnoee / // �.. CE 8149�/ �04��' `� ``� Date 6/6/09 ISSUED FOR CONSTRUCTION Scale TS KARVIEW S/D LT 1 RICK THOMAS•• 11401 Hideaway Trail Anchorage, P.I.D. NO PERMIT N0. swxxxxxx SOILS 1 SheetOF 3 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. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 3. SCOPE OF WORK: UPGRADE ABSORPTION FIELD FOR EXISTING 3 -BEDROOM HOUSE. REUSE EXISTING LIFT STATION. VERIFY INTEGRITY. REUSE EXISTING FIELD. INSTALL DUEL VALVE'S IN LIFT STATION TO SWITCH BETWEEN FIELDS. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 5 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 3 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS IN 4.0 FEET INCREMENTS. SECTION TOPSOIL AND SEED FILTER FABRIC & 2" RIGID INSUL. ABOVE DRAIN ROCK 2.0 I--15.0 DRAIN ROCK 4" ABOVE PIPE INV. DRAIN ROCK 0.5' BELOW PIPE INV. SP 1 1/4"0 PERFORATED PIPE _ _. 2.0' FILTER MATERIAL -7.0' Bon 1/4" PVC F.M. UPGRADE BED SLOPE VARIES PROFILE DESIGN PARAMETERS ABBREVIATIONS 0 SEPTIC SYSTEM w In COPPER ----------------------- Dw NO. BEDROOM: 3 (450 gpd) mz a: WELL RADIUS TANK SIZE: 1250g S.T.E.P. �w W r ou 1 1/4" PERFORATED LINE ww uT FOUNDATION CLEAN OUT z w W/ 1/4"0 HOLES ON 1.5' z w TANK CLEAN OUT NO. o � CENTERS o Ny �¢ SYS. TYPE: 15 -WIDE BED D 2¢ Z NEW SEPTIC MIN LENGTH: 30 LF M# W� n IaE< Ql fL) ate s4fimm i. n L 1 1/4" PVC F.M. UPGRADE BED SLOPE VARIES DESIGN PARAMETERS ABBREVIATIONS LEGEND SEPTIC SYSTEM CU COPPER ----------------------- WATER LINE/ NO. BEDROOM: 3 (450 gpd) DIP DUCTILE IRON PIPE WELL RADIUS TANK SIZE: 1250g S.T.E.P. TH TEST HOLE PERC. RATE: <1 MPI FC FOUNDATION CLEAN OUT EXIST'G SEPTIC SOIL RATING: 1.0 gpd/SF T# TANK CLEAN OUT NO. AREA ROD: 450 SF SYS. TYPE: 15 -WIDE BED D C# CLEAN OUT NO. NEW SEPTIC MIN LENGTH: 30 LF M# MONITOR TUBE NO. (FORCE MAIN) IaE< Ql fL) ate s4fimm i. RIGID INSULATION 30LFx 15' WIDE, 0.5'ED, /X W DCO DOUBLE CLEAN OUT ------------ CHAINLINK FENCE TOTAL AREA: 450 SF AA DV DIVERTER VALVE FS FLOW SPLITTER NOTES: �t ��\\ Date ISSUED FOR CONSTRUCTION PANNONE ENG SVC, LLC OF Al \� 6/6/09 P.O. BOX 102954 ANCHORAGE, AK 99510"" 4 PHONE (907) 272-8218 FAX (907) 272-8211 irj�Q sf9(� Scale 9Tf+ */� NTS KARVIEW S/D LT 1 j "' """' P.I.D. NO RICK THOMAS qzz t'teve R. annOr+e . N0 % 11401 Hideaway Trail �� •, CE 8149 PERMxx IT �/ swx IT NO Anchorage, AK 99516Sh ,• DESIGN NOTES 315-3201 11l`�\\OFE` '� 3eOF 3 n Telephone: (907) 3445934 -RRA FIRMA TESTI N v Fax: (907) 344-5993 11301 Olive Lane Anchorage, AK 99515 Laboratory Testing /Contraction Monitoring www.nge-tfLcom PROJECT CLIENT: Pannone Engineering Services ASTM D1557 uncorrefied Coarse ASTM D4718 torrefied Fine PROJECT NAME: Karview Lot 1 NATURAL M.C. % 8.1 PROJECT NO.: 2169-09 SAMPLE LOCATION: SAMPLE NO/ DEPTH 09S-1 DESCRIPTION: Poon rd. sand w/ ravel. DATE TESTED: 9/19/2009 TESTED BY: DP REVIEWED BY: Ron Caron C.E.T. PARTICLE SIZE ANALYSIS ASTM D4221 0136 : +s• tao.o +rr no M w eeo nw sew SIEVE ANALYSIS RESULTI y-- 1I sIEVE SIEVE TOTAL% 900 . - I- - - - _ �_ 1 SIZE(mm) SIZE(„.) PASSING SPEC goo l[ �I _. 152.4 76.2 6" 3" 100 Tao 38.7 1.5" 86 80A -1-. ♦ Ii�. F - I 19,05 3/4^ 74 �� 500 �'.`. _ -_ i -� j r _ r�i _ _ 12.7 9.5 1/2" 69 3/8^ 66 _ �- �'[ ' : ; 6.3 1/4^ 61 K 40.0 �'! - rr r ' 1 1 I I l: `( _ 4.75 94 59 goo ii �..--- II i _-�� __i�.l LL. -* --� 2 #10 52 ' I m.o I[ rrr I - i l -i ({ ! - - - 1 0.85 120 45 I f' 0.425 i40 37 too fT - ' - 1. �i� _� 0.25 960 27 r 0A1i�_I t _ - -- LL1 1. , - J 0.15 1100 14 +ao to � I 6.+ o.m Door 0.075 szoo 4.2 GRAIN Sale N MILLIMETERS HYDROMETER RESULT ELAPSED WAETE TOTAL% TIME mm PASSING 0 0.5 MOISTURE -DENSITY RELATIONSHIP t ASTM D1557 2 150.0 4 e 15 145.0 30 60 250 140.0 1440 Atterberg Unnits 135.0 AASHTO T90 Degradation (ATM T-73 130.0 LA. Abrasion 0.0 2.0 4.0 6.0 8.0 10.0 12.0 AASHTO T 96 TM us" sernws repo"W!wan Nva Even pedomea b MwWwW �W erarE . bless atlrwies nobs. No mw war" is mage. Shoe p Maprela0al or *Pr.m be raqusd, TFI W prvvl0e upon when npres[ %GRAVEL: 41.3 %SAND: 54.5 % SILT/CLAY: 4.2 USC: SP FC: .02 mm: ASTM D1557 uncorrefied Coarse ASTM D4718 torrefied Fine OPTIMUM M.C.% (torrefied) NATURAL M.C. % 8.1 COBBLES GRAVEL SAND SILT or CLAY Coarse Fine Cn. Medium Fine I Municipality of Anchorage Page of AL DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW 47`703-31 PID Number: CIS -1(.3-18 Name: Michael Schallock Wastewater System: ❑ New ❑ Upgrade Address: 11401 Hideaway Trail Anch, AK ABSORPTION FIELD Phone: 346-3988 No. of Bedrooms: D Deep Trench O Shallow Trench 14 Bed O Mound O Other LEGAL DESCRIPTION Rating: S°"a Total Depth It grade: 6 GPO/S Fl. 1 Lot: Block: Subdivision: Depth to pipem from original grade: Gravel depth beneath pipe 1 --- Karview +0.5 1 FI Ft. Township: Range: Section: Fill added a!]4ye original grade: Gravel length: _r1Z n/ R 3 W .3 '2 L..% Ft. 3RI Ft. WELL: ❑NewPJiggrade Gravel width: 1 Number of lines: Distancebetnenines: 1 Ft 3 FI. Classification (Private. A.B.q: at Depth: Cased To: Total absorption area: P' material: FI. FI. SO Ft. Driller: Oslo Drilled: Slatic Water Level: Installer. deeoVQL 5;� 7Y /T ate installed: Ft. Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES R1 Septic ❑Holding 0S.T.E.P. To Septic Abawi,11irl Lilt HOWIng UNWPri.ate Manufacturer: Capacity in gallons: From Tani Field slabon Tank Sewer Linn Ani-barage frank- 1000 Well102 Material: Number of Compartments: 115 110 30' Steel 2 Surfac Watere 109' 105' 114' --- 70' LIFT STATION Lot 18' 14' 16' 24' Size In gallons: Manufacturer: Line --- Foundation 76'' 86' 83' "Pump on" level Pump off'146 : High water.5fu at: __ ___ ((�LJJ Curtain Pump Make &Model Electrical Inspections performed by: Drain N/A I N/A N/A N/A N/A D"few-6- EL.EcT7rtcs*e_ QpG poe_ Remarks::1. Depth from original qrd T aoe BENCH MARK Location and Description: R . oacro r& y 2. LEVEL SGT ANC- 7AAJk.• See plan for location Assumed Elevation: u 0 u 4771 C r ENMN ,..�� OF :4(q 1t d A`�•e �! Inspections performed by: nae mi gh Dates: is ' 2nd F -m - rr • • . r �•� oEL CE-53� �� Department of Health and Human Services approval f�� ,. Reviewed and approved by: a Dater�-- lir «_ -23.99 (para IA. 9/91) MOA 25 Permit No. SW990331 Page 2 of 4 Municipality of Anchorage Department of Health and Human Services Date 9/23/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 1 KARVNW SUBDIVISION RECORD DRAWING�� Lwsot4 SUED S 00'02'00 W 10' UnLm MEME ( � - '�"� 164.95 � �QC11VE WELL R IEYI SUB(MSION I KARN LOT 1 I I �J I N I WELL I I o' 11 a W •• +a — I 1P •: I I FO Z OC _ p5BU1L B ' (N01 UND) 1 L012� �p SUBD •Tg A�DONED ASN PIL pNK GRID: 2 ~ION FIELD <X . /<. WDONED W ��E SXEM I W • o T -• - - ■ o YSi —T/E— UG TELEPHONE ELECTRIC ZR-FLECTRIC QTH TEST HOLE SWING TIES A B 1 DECRIPTION 1 77.0 79.4 TANK INLET 2 83.0 6.0 TANK OUTLET 3 99.3 23.5 N.E. C.O. 4 109.8 39.5 M.T. 5 120.0 54.5 S.W. C.O. 6 122.1 54.6 CENTER C.O. VERTICA BM CONTRO: N HIGH POINT OF WHITE ROCK ELEV■1C KA MEWLNT DIVISION - �F F N�q � X491 i a_...I \DENNIi D IGS}• I— • �� • OVA '00 E s •ti CE 5 •`Ar • 164.95 1NAY TRAIL R.O.W. ��;• sN'\� HIDA DATE 1�\...�• -2799 10 F.B. NO. 312 1.72 1 SCALE: 1" = 40' C. FILE 406STPID Permit No. SW99031 Page 3 of 4 Municipality of Anchorage W.O. 994069/23/99 Department of Health and Human Services Date ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196850 • Anchorage, AK 99519-6650 • Tel: 343-4744 Well & On—Site Wastewater Disposal System Legal Description: LOT 1 KAR VIER SUBDIVISION NOTES 1 ALL CONSTRUCTION WAS IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE. AND THE MOA STANDARD SPECIFICATIONS (MASS) 1994, AS CURRENTLY AMENDED. 2 INSTALLED NEW 1000 GAL 2 COMPARTMENT STEEL SEPTIC TANK WITH 250 GAL LIFT STATION AS MANUFACTURED BY BY ANCHORAGE TANK, MODEL ;AT1250L INSTALLED PUMP CONTROL PANEL WITH HIGH WATER ALARM LIGHT do HORN IN HOUSE. 3 ALL PIPE WAS PVC CONFORMING TO ASTM D3034 OR ENGINEER—APPROVED EQUAL SEPTIC TANK PUMP OUT 93.0 CONNECT TO INTERIOR PLUMBING SYSTEM P R O F I L E SCALE: NTS 6' 38.0' CLEAN OUT 4' MON. TUBE GROUNORIGINAL D 1 _ _ INISH GRADE _ —1 r— FABRI�Xfilll`� N 1000 GAL SEPTIC TANK W/ 250 GAL LIFT STATION 1 198 011ie) 1981M 11 nk?, 11 4' PERFORATED PVC PIPE BED SYSTEM DRAIN FIELD . 0 Permit No. SW990331 page 4 of 4 Municipality of Anchorage Department of Health and Human Services Date 9/23/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 1 KARVIEW SUBDIVISION �-4" PVC PERFORATED PIPE UNCLASSIFIED FILL _ •.. S : } SLIGHTLY SILTY SANDY 6• TO 24 OF 4':� GRAVEL ROCK TO 6' FILTER MATERIAL _� EL- = 90.1 PER 15.65.060D , '- s BOT. EL = 66.5 %r' SILTY GRAVEL WITH SAND—SATURATED 2.5' GEOTEXTILE FABRIC FINISH GRADE EXISTING GROUND - SEWER LIMIT OF EXCAVATION (REMOVE ORGANICS do ORGANIC SILTS) • UNCLASSIFIED FILL AS DEFINED IN THE 1994 MOA STANDARD SPECIFICATIONS(MASS) CROSS SECTION — BED SYSTEM 33-0' `EDGE OF SEPTIC ROCK 4 PVC PERFORATED PIPE PLAN VIEW — BED SYSTEM PIPE FROM LIFT STATION V 01 :4 11191 M l •ti CE 56q7j ��• ~••,,,,N & �� Ofess�i I W.O. 994061 GRID 2640 1 F.B. NO. 312. PG 72 1 SCALE: NTS IC. FILE 406SSC1 D I C.O. IC.0._ 09 vi �-• M.T. c Ls 0. =0X a `EDGE OF SEPTIC ROCK 4 PVC PERFORATED PIPE PLAN VIEW — BED SYSTEM PIPE FROM LIFT STATION V 01 :4 11191 M l •ti CE 56q7j ��• ~••,,,,N & �� Ofess�i I W.O. 994061 GRID 2640 1 F.B. NO. 312. PG 72 1 SCALE: NTS IC. FILE 406SSC1 D I • 1st QPM MUNICIPALITY OF ANCHORAGE ^S Pm Department of Health and Human Services p`,�v� On -Site Services Program p a - 0. " 825 L Street, Room 502 l 1 1 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343.4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 13, 1999 Expiration Date: Sep 12, 2000 Permit Number. SW990331 Parcel ID: 015-163-48 Legal Description: KARVIEW LT 1 Design Engineer. 0060 DHI Engineering Site Address: 011401 HIDEAWAY TR Owner Name: Michael Schallock Lot Size: 49358 SO. FT. Owner Address: 11401HIDEAWAYTRL Total Bedrooms:3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-1151 This permit is for the construction of: ❑� Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 3434744 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: Date: Date: 9. Is.,99 Project: DHI CONSULTING ENGINEERS Civil 0 Surveying Planning SITE NARRATIVE Lot 1, Karview Subdivision Lot 1, Karview Subdivision is located east of Hideaway Trail road south off Upper O'Malley. The lots to the north, south and west fall within 200 feet of the subject system. The lot to the south has not been developed (See Sheet 1). The lots to the north and west have wells and septic systems. Domestic Water Wells: There are wells on the lots to the north and west. The proposed upgrade does not impact these wells nor does it impact the ability of adjacent undeveloped properties to install a well. Septic System: The proposed bed system can be installed without requiring any waivers to seasonal high water table or bedrock. The replacement system will not restrict or in anyway effect the area available on adjacent lots to place a septic system. Drainage: The drainage, in general, is from the east to west at 6%. When the property is developed, the drainage should remain the same. There is enough slope to the property so that the lot can be landscaped to prevent ponding around the septic system. There is a creek located on the lot and it appears to carry water throughout the year. The subject septic system can be constructed 100' from the creek. There are no other streams or other drainage channels on or within 100' of the lot. All disturbed areas will receive topsoil and seeding to prevent erosion. Summary: The proposed upgrade to the septic system can be installed in conformance with existing Municipality of Anchorage regulations and will not adversely impact adjacent lots relative to their ability to construct system in accordance with Department of Health and Human Services regulations. 406mr.rep Dimond Center Tower, 5th Floor • 800 E. Dimond Blvd., Suite 3-545 • Anchorage, Alaska 99515 (907) 344.1385 • Fax 344-1383 l Permit No. * Municipality of Anchorage Page 1 of 6 Department of Health and Human Services Date 8/31/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196850 • Anchorage. AK 99519-8850• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT KARVIER SUBDIVISION ti N o —125TH AVE. — — W 125TH AVE. rX l o l 0°_ z'-^ WORLDITQP= I I I o — A RES SUBDIVISION yQ�' J� N °-Cn 42 rn 0 1 SNOWUNE rvi I SUBDIVISION ` WELL P I 200' LIMIT OF / 1 INVESTIGATION I TERRACE CHINOOK I ( SUBDIVISION — ACRES IL THIS i\ WELL HI \SYSEMEMEN� I PROJECT 1 �� 1 1 0= I I r STRUCK SUBDIVISIO OT �► DEVELOPEDOFAt %44 I •�.�aaa 600 j 0 • o ; 4 m 9'•, .. N , NI DE HIG i JG ��9ti CE 5867 i C2 606,066*�M KLAT RD. lks �ofess`•• DATE �aa�'S• !- W.O. 99406 F.B. NO. •' SCALE: 1" = 200' C. FILE 406SSC2D Permit No. Page 2 of 6 Municipality of Anchorage W.O. 99406 Department of Health and Human Services Date 8/31/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 1 KARVIEW SUBDIVISION PID No. REPLACEMENT SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 3 2. USE BED SYSTEM 3. ABSORPTION AREA = ( BEDROOMS)(150 GPD/BR) BED APPLICATION RATE _ (3)(150) = 562.5 SF .8s 4. BED AREA = (LENGTH)(WIDTH) IF WIDTH = 15' THEN LENGTH OF BED = 37.5' : USE 38' PERCOLATION RATE MOUND do BED PIT & TRENCH APPLICATION RATE APPLICATION RATE MIN/INCH GPD/SF CPD/SF 0-1 NOT SUITABLE NOT SUITABLE * 1-5 0.8 1.2 6-15 0.5 0.8 16-30 0.4 0.6 31-60 0.3 0.45 GREATER THAN 60 NOT SUITABLE NOT SUITABLE FILTER LAYER .7 1.0 Page 3 of6 Permit No. W.O. 99406 Legal Description: LOT 1 KARVIER SUBDIVISION Date 8/31/99 NOTES: 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE, AND THE MOA STANDARD SPECIFICATIONS (MASS) 1994, AS CURRENTLY AMENDED. 2 INSTALL NEW 1000 GAL. 2 COMPARTMENT STEEL SEPTIC TANK NTH LIFT STATION AS MANUFACTURED BY ANCHORAGE TANK. MODEL I'AT1250L. INSTALL PUMP CONTROL PANEL WITH HIGH WATER ALARM LIGHT & HORN IN HOUSE. FINAL LOCATION TO BE COORDINATED WITH OWNER. ALL WIRING TO BE IN ACCORDANCE WITH ALL LOCAL. STATE. & FEDERAL CODES & REGULATIONS. REMOVE & DISPOSE OF EXISTING TANK IN ACCORDANCE WITH TITLE 15 REGULATIONS. 3 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. 4 MIN. COVER OVER DISCHARGE PIPE TO BE 4'—BED PIPE IN SAND. SLOPE THE PIPE TO DRAIN BACK TO UFT STATION. INSTALL 2" OF INSULATION OVER PIPE. 5 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING 147H CONSTRUCTION. CONTRACTOR TO STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. SET STAKE AT THE 4 CORNERS OF THE FIELD WITH CUT & FILL DEPTH MARKED ON STAKES. SET STAKES AT EACH END OF SEPTIC TANK & VERIFY SEPARATION DISTANCE FROM WELL. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. 6 CONTRACTOR TO NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE INSPECTIONS ARE REQUIRED. THE FIRST INSPECTION SHALL BE OF THE SUBGRADE PRIOR TO PLACING THE SEWER ROCK. THE SECOND INSPECTION SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, TANK, AND OT14ER COMPONENTS AS SPECIFIED. THE THIRD INSPECTION SHALL BE AFTER THE LANDSCAPE WORK IS COMPLETED. 7 CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED—LINED. AS—BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F.2. 3. 4. 5. 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE VNTHIN FIVE DAYS OF THE FINAL INSPECTION. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT. THESE AS—BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS. 8 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL SOIL CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. 9 EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE. AND END OF BED BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 10 PLACE 10' OF SEWER ROCK TO THE ELEVATION SPECIFIED. DO NOT CONTAMINATE SEWER ROCK NTH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO t 1" PRIOR TO INSTALLING THE PERFORATED PIPE. 11 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER—APPROVED EQUAL ALL JOINTS SHALL BE CLUED WITH AN APPROVED GLUE. CLEANOUTS SHALL BE INSTALLED AS SHOWN ON PLANS TO ACCESS ALL PIPE RUNS. 4" MONITORING TUBES SHALL BE INSTALLED WHERE SHOWN ON PLANS. 12 COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, AND COVER WITH CEOTEXTILE FABRIC BEFORE PLACING INSULATION AND BACKFILL 13 MINIMUM SOIL COVER SHALL BE 2.5 FEET OVER THE PERFORATED PVC PIPE OF ABSORPTION FIELD AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR I FOOT OF SOIL COVER BUT THERE MUST BE A MINIMUM OF 2' OF COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK BY 2' WIDE (DOW HI -35 INSULBOARD OR ENGINEER APPROVED EQUAL). 14 AN APPROVED GEOTEXTILE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL 15 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS. TRASH AND CONSTRUCTION DEBRIS. 16 GRADE ALL FILL MATERIAL TO SLOPE AT 2% MIN. SLOPE WITH SIDE SLOPES 3:1 MAX SLOPE: AND GRADE IN SUCH A MANNER THAT PONDING AT OR NEAR DIE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE WITH GRASS MIX AFTER COMPLETING INSTALLATION. .em.. Permit No. Municipality of Anchorage Page 4 of 6 Department of Health and Human Services Date 8/31/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage. AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 1 KARVIEW SUBDIVISION LARSON SUED S 00.02'00 W UTILIIY EASE=P� �� 164.95 � TIVE WELL RD/ I 00 \ I , Iccrun `�i7 3 nesc616)i, ®[•P.1i�dii n 1 CAUTION !!! S1ON SUBDM I i wcsr"rno [inn ui�cs K LOT 1 VERTICAL CONTROL \ L S'�T .2 OCK / ELEVm102.25 I o'T I I o N • • � WELL �=0�0� W I •,• :'� chi r I to ; . •; n m • • I , H Z d 1 � 1 • • Co IGo OC Z KI•• � 1 p (NOT FOUND) LOT 2 J TB �D SUBD I �. �\�, �ISRNG TAN5 KgRV1EW SUBDMSION vLOT 2 SEE SHEET NEWTANK N LIFT STATION r IELD CO 5iAT10N ISTING pBSOR8110N F SEE SEX HEET 5 SHEET 5 u I \SEE SYSTEM y I\ rF SHEET ED 80 OFAt ` TH MT (EX151ING) / • •..•• ~••s� e �J Y♦ I •. I ♦♦ ijo OENN6 DE I • ¢ t L N OU01'00� E=40C. ♦� �'.,• CE 58 ••c'� 164.95 T�i'�r�'•.....•••��:• HIDEAWAYDATE W.O. 99406 GRID: 2640 F.B. NO. 312 1.72 SCALE: 1" FILE 406STPID Permit No. * Municipality of Anchorage Page 5 of 6 Department of Health and Human Services Date 8/31/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 Anchorage, AK 99519-6650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Legal Description: LOT 1 KARVIEW SUBDIVISION Report CO 9 dZ x 0 a Z C4 / • N / EXISTING SEWER PIPE W • I ZF W 1000 GAI.. TANK Z U ~. • I \� REMONOTE 15TIN INSTAR CO C, SEE 2 OQYZN CPQ • Z p • Ld w f QQO(iG�` F •�: `\` WRH SANG BELOBELOWGROUND ANG FlLL I i EXISTING C.O. C�.0. S.S AND MT'S TYPICAL pLL I•i / s� \ • � •• , I � \ �SORBTION FlELD 00 TTINGp4PULE I` `\ T10N-SEE NOTE 5) I. * q v ` 1 V51EM (STAKE LOCA \ \ \ PROPOSED BED I 30' T.H. RAO1U5 J • TH !!// 104.8 ai 6 M1 I EXISTING) II \ TOE OF UNCLASSIFIED FILL MT/CO (EXISTIIIG) SEE NOTELgILM 5 FJSEMEta — .. 1 QG0 E� • ti•%, • �. a •'4iE4 Q 164.95 • i•i m « *♦% •� ,'DENNI HIGI{• a • , �•.CE 1 AV HIDF1aWAY TRAM R.O.W. ��',,ti•,•'�.r'��': DATE , `• 1L1LV"& 44 r W.O. 99406 GRID: 2640 F.B. NO. 312, PG. 72 SCALE: 1" = 20' 1C. FILE 406FRDID s Permit No. Municipality of Anchorage Page 6 of 6 Department of Health and Human Services Date 8/31/99 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 196650 • Anchorage, AK 99519-8650• Tel: 343-4744 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 1. KARVIEI/ SUBDIVISION 4" PVC PERFORATED PIPE — SEE NOTE 11 2" INSULATION—SEE NOTE 1r/—EXISTING GEOTEXTILE FABRIC—SEE NOTES 12 &14 24" UNCLASSIFIED FILLFINISH GRADE 3:1 SLOPE 9 GROUND (TYP.)�— E 0 ES 10 do 12---�_ .1 .LIMIT OF EXCAVATION SLIGHTLY SILTY SANDY (REMOVE ORGANICS d GRAVEL. ROCK TO 6" ORGANIC SILTS 6" TO 24 " OF ' Q EL = 90.1 ) FILTER MATERIAL PER 15.65.060D s • BOT. EL = 66.5 + %r. SILTY GRAVEL WITH SAND -SATURATED + UNCLASSIFIED FILL AS DEFINED IN THE 1994 MOA STANDARD SPECIFICATIONS(MASS) 2.5' 1. 1. TYPICAL CROSS SECTION - BED SYSTEM 33.0' 2.5' IfPIPE FROM UFT STATION SEE NOTE 4 `EDGE OF SEPTIC ROCK (SEE NOTES 6 k 7) 4" PVC PERFORATED PIPE- SEE NOTE 11 PLAN VIEW — BED SYSTEM �F. OF At e VIS HI7_ CE 07 * V I W.O. 994061 GRID 2640 1 F.B. NO. 312. PG 72 1 SCALE: NTS C. FILE 406SSC1 D —09— �� o C.O. c 0 _OX n M.T. c _ �}0_ _O% n IfPIPE FROM UFT STATION SEE NOTE 4 `EDGE OF SEPTIC ROCK (SEE NOTES 6 k 7) 4" PVC PERFORATED PIPE- SEE NOTE 11 PLAN VIEW — BED SYSTEM �F. OF At e VIS HI7_ CE 07 * V I W.O. 994061 GRID 2640 1 F.B. NO. 312. PG 72 1 SCALE: NTS C. FILE 406SSC1 D SEPTIC SOLU fgNS 04 BLACK Y 86 A ANOMAOE. ALMA ME02 . SOILS LOG—PERCOLATION TEST � TEST HOLE #1 I PERFORMED FOR: MICHAEL SCHALLOCK DATE PERFORMED: 6/23/99 X1$_elw .CE 5F LEGAL oESCRIPTION: LOT 1 KARVIEW SUBDIVISION W,O•# 99406 41es 14lklk. ORGANICS -ROOT MAT 1 2 4' SLIGHTLY SILTY SANDY GRAVEL. ROCK TO 6' VERY THIN LAYER OF 3 • SAND k SILT THROUGHOUT FORMATION 4 A OCC. ROOTS TO 12' 4 5 A 6 •.A e 7 8 1A SILTY GRAVEL WITH Y SAND -WET 9 SITE PLAN 10 WAS GROUND WATER $ ENCOUNTERED 7 YES L 11 IF YES. AT WHAT O DEPTH 4 8 0' E 12 DEPTH OF WATER AFTER MONITORING 4 5.0' DATE: 9-2-99 13 14 15 16 17 18 19 20 00m® mm ormo�vvv PERCOLATION RATE: 1.2_(MINUTES/INCH.) PERCHOLE DIAMETER: 6. I TEST RUN BETWEEN: - 3' FT. AND 3.5' PERFORMED BY: DEE MGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: SEPT. 2. 1999 402GCDll MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 0*' 825 L Street - Anchorage, Alaska 89501 Telephone 264.4720 ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE NEW // WI),j Z7 (,. � 2.VS ❑ UPGRADE MAILING ADDRESS Z.S 15 A' ST t N oo. c c% 01503 LEGAL DESCRIPTION L 5s.a a LOCATION NO.OF BEDROOMS DISTANCE TO: Well / O / , Absorption are aG7 Dwelling 7Z • PERMIT NO. q% U ;:Z Manufacturer G.e Esr� Material of compartments W h. rn Liq, ca acit gallons IF HOMEMADE: Inside length Width Liquid depth Cl tj Y DISTANCE TO: Well Dwelling PERMIT NO. JZ2 Oz F Manufacturer Material Liquid capacity in gallons O W = DISTANCE T0: Well Foundation Nearest lot line Z9 s PERMIT NO. J M Z No. of lines Length of each liner Total length of lines Trench width Distance between lines ;:.3 W 6 SO So Inches o t— Top of the to finish grade 3 r Material beneath tile //f? 'i3 Total effective absorption area inches Length Width Depth PERMIT NO. W f7 i F Type of Crib Crib diameter Crib depth Total effective absorption area W t\ DISTANCE TO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. J W DISTANCE T0: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS 4-" C- F' SOIL TEST RATIN G 6-S µo S INSTALLER !L -L5 1EFxcstvo}77jVj'. /At/L. i , �, LC IJ t44 REMARKS 7 ss t t T uK sL Xi sq B �# T eu It APPROVED DATE LEGAL GK _.3_-78 72-013 (Rev. 3/78) 1 7 1%111 rA I C I Iii-=iL I T•T OF= nr•aCF-1 F:-*nGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 625 'L' STREET, ANCHORAGE, AK. 99501 264-4720 fAE=LLL Fir4E> CAr4—= I TE _•E1JEF: Fs EF;rl I T PERMIT NO. ( 780295 ) APPLICANT GQPDON UNWIN 2515 A ST 59503 276 4245 LOCATION LEGAL L1 KARVIEW S/D LOT SIZE 49485 SQUARE FEET TYPE OF SOIL ABSORETION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING CSG! FT/BR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C•EF•TH= r LEr4GTH= -1�? C3 FZ Fl %I EL_ C•EF>IFF4= _w4 THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION CIN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION CIN FEET). F:ECAL1 I F?E=E> S~ER'T I C= I-Fir4t< - I w"E= 12c6a C3Fi1LLC 04c PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- Tt4Ci < � ? FiF_•E F:EC!L1 I Fz ELS BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL; OF: 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. WELL LOGS ARE REQUIRED AND MIST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F•EF!r'1 I T E:Xf=P I F E= 2=1, 1L_;1 ` c: I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMELED TO INC•LUDE MORE THAN 4 BEDROOMS. SIGNED:--- v ✓�,�•�Li �--- APPLICANT GORfN !NWIN ISSUED BY-('_�_ --- ---DATE __!_^� V3.2 -------------- A ro� n UNWIN • SCHEBEN'w K0RYNTA Mr. Rolf Stricklin Ai,chorace Municipality Dept. of health & Environmental Quality 3500 Tudor Road Anchorage, AK 99507 Re: Karview Subdivision Gentlemen:% August 5, 1976 Attached herewith is a log of a testhole on the above referenced subdivision. The testhole was logged from a back- hoe pit. In our opinion, a drainfield located within the strata of sandy gravelly material should perform adequately. Please call if you have any questions, EDK/vi Attachments GORDON D. UNWIN, P.E. LEO SCHEBEN,JR.,P.E.,L.S. Very truly yours, arl 'D. Ko, P.E. Partner EARL D. KORYNTA, P.E. r SHEET 1 OF 1 SOILS LOG PROJECT Karview1Subdivision TEST HOLE N0. 3 CLIENT ELEV. TOP OF HOLE 989± W.O. DATE June 30, 1976 0 Spruce & Birch to 12" 0 0 9" Forest Duff 1 1 2 '2 3 Damp, Firm Grey Silt ML 3 4 Damp Brown Sandy Gravel, GP 4 5 Grab Sample 5 6 85 SF/BDRM 6 7 7 8 8 9 Damp Brown Gravelly Silty Sand, SM 9 10 250 SF/BDRM 10 11 Grab Sample 11 12 Decreasing Moisture Content with depth 12 13 13 14 Bottom of Hole 14 No Free Water Encountered 15 15 16 16 17 17 18 ..�� 18 OF At 19 20 ,,,r ♦ 497—H -20 20 ` 21 Ea D.Kory•a ��/ 21 22 , JJF •• NO. 1823E 22 23 44% '*90FESS00:-• 23 24 24 25 25 v • `C +I Oc ✓nil U _1 yIJ m}m NO Ji i NO�yy Y • -wl— 'ra c0•4100� n_ T. N t 1 a T L• = N Y%. 1► ? I ZI T 1Y O+N! masw n U D CD aO s. a Z .As N : l ? N i � O �N - tl a r y N L aM a f• � M —_•- 1► ? I Iw T 1Y O+N! masw D a I a tl i r'1 M -W DRILLING, INC. DRILLING LOG Well Owner Use of Well Location (address of: Township, Range, Section, if known; or distance main roar, Size of casing Depth of Hole—LL—l'—feet Cased to feet Static water level 7'1 tt. (above) (below) land surface. Finish of well (check one) open end ( ); Screen ( ); Perforated ( ). Describe screen or perforation_ 1!t Well pumping test at 3 gallons per (hour-) (minute) for—L--hours with = ft. of drawdown from static level. Date of completion ` ! i ! 7 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness , TO i r'1 M -W DRILLING, INC. DRILLING LOG Well Owner Use of Well Location (address of: Township, Range, Section, if known; or distance main roar, Size of casing Depth of Hole—LL—l'—feet Cased to feet Static water level 7'1 tt. (above) (below) land surface. Finish of well (check one) open end ( ); Screen ( ); Perforated ( ). Describe screen or perforation_ 1!t Well pumping test at 3 gallons per (hour-) (minute) for—L--hours with = ft. of drawdown from static level. Date of completion ` ! i ! 7 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness TO L'as stic:v_ ' TO ' 3an•i `ill ' TO a 0r Z cr.ic,; u TO is Silt•t _•+v•i 5� TO av 1 `tn*,l n^:t, To �- TO 73 To 75 Frncturc co^^ .; 7r- Tp 2.^, 3r-.lroc'.c: crit^r secas +.n .TO .TO ® MUNICIPALITY ANCHORAGE • DEPARTMENT OF HEALTH 3 HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel l.D.0 OI5-163-YA HAA N �I�Notgn14nL_L_ 1. GENERAL INFORMATION Complete legal description r nr 1 yarn i pw SiihAii�4s41nn Location (site address or directions) 11401 Hi deawaY Trail Property owner %Michael Shallock Dayphone 14F;_1c) A Mailing address a 11401 Hideaway Trail Anchoragp, Ax a41 c Lending agency pacific Ala tia Mortage Day phone 758-752' .Mailing address 2600 Denali Suite 702 Anchorage, Ax 995n1 Agent Tnfpm ppalt•�_(rinh Raerl Dayphone 272-0571 Address 724 r "1-h AVp Anh ge. AN 99501 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest - Ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: individual on-site r Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 77 073 (R.v 11911 From "04 021 . S. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verity that my Investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 In compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm D8I Coca u2ting_Engineers Phone 144-771AS.• Address 800 Engineer's signature 6. DHHS SIGNATURE _x Approved for R bedrooms. Disapproved. Conditional approval for Additional Comments M Date P =J- f i +�'Of At X Y49'r^-l. �• : CE -180 •, Pic r •rnli4'•„ bedrooms, with the following stipulations: Date 9 - a R -'/9 The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an Independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes end their lending Institutions In order to satisfy certain federal and state requirements. Employees of DHHS do not conduct Inspections or analyze data before a certificate is Issued. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work. T2,M(.A/911 0•cY MOAI21 �app ass Municipality Anchorage 00 DEPARTMENT OF HEALTH &HUMAN SERVICES �� Environmental Services Division 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4 44 Health Authority Approval Checklist Legal Description; Lot 1 Karview Subdivision Parcel I.D.: 0 15 - U,3 - Ye A. WELL DATA Well type Res if A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Yes Date Completed 9/1978 Total depth 200' Cased to 76.2' Casing height (above ground) 1 42' Sanitary seal (YM) Date of test Statb water level Yes FROMWF4 LOG 9-11-0* 7.0' Well production 3.0 WATER SAMPLE RESULTS: Wires property protected (Y/N) Yes AT INSPECTION g.p.m. 6.0 g.pm. Conform 4 Nitrate 1.53 Other bacteria Date of eampne: 4'Z/ 9 4 Collected by: !%6E Alla fl B. SEPTICIHOLDING TANK DATA Date installed 9-22-99 Tank size 1000aal Number of Compartments _7 Cleanouts (Y/N) Yes Foundation cleanout (Y" Yes Depression (YM) No High water alarm (Y/M Yes Date of Pumping NPv Pumper N/A C. ABSORPTION FIELD DATA Date Installed 9-22-99 Son rating (g.p.dAForft'/bdnn) 0.8 System type Bed Length 38' Width 15' Gravel thickness below pipe 12" Totai depth 4.0' Effective absorption area 570 S.F Monlloring Tube present (Y/N) Yes Depression over field (YM) Nn Date of adequacy test New System Results(Pass/Faiq N/A For 3 bedrooms Fluid depth in absorption field before test (In.); m �8_ Immediately after4A gal. water added (in.): -- Fluid depth N A (Ins) Minutes later: Absorption rate - a.p.d. Peroxide treatmant (past 12 months) (YIN) N/A f yes, give date 72-026 (Rev. 3196)0 D. UFT STATION Date installed 9-22-99 Size in gallons 250 gallons Manhole/Access (YIN) Yes "Pump on' level ar 41 "Pump off" level at' 3 7" High water alarm level at' 45" 'DatumBottom of Vault (Basket) Cycles tested One (New Syntem ) E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: SeptiGholding tank on lot 102' On adjacent lots 1001+ Absorption field on lot 115' On adjacent lots 100+' Public sewer main N/A Public sewer manhole/cteanout N /A Sewer /septic service line 30' Lfft station lin, SEPARATION DISTANCES FROM SEPTICA40LDINGTANK ON LOTTO: Foundation 76' Property One 18' Absorptionfiekl 6' Water mainlservice One 100' Surface water/dralnage 105Wells on adjacent lots 10n+' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One 14' Building foundation Water mainlservice One inn,.,. Surface water 105' Driveway, parki"hicle storage area _ 3' Curtain drain N/A Wells on adjacent lots 100+' F. ENGINEER'S CERTIFICATION I certify that / have determined thru field inspections and review of Munk! y • fl�aft 'abb;Wems are In aontomDe70m th MQA HA yu Ines in elted on this date. ..V Signature - Engineers Name Date 9- �j(fr;_•... .. 'ti"`'" i ;',"r'".•fret;,; •,� ..�� LYi/ HAA Fee $ !��M 'Lo Date of Payment -Ci -cR -19 Receipt Number - 5ag'18 72-026 (Rev. 3196)' Waiver Fee*$ Date of Payment Recelpt Number SEP -29-01 10:10 FAO* -CM EAYIROMIEM1Al . Cl Lk Eal liw IL twkbwwrltt►i.es iu:. �fffM�/fffffflfff� 6116901 1-226 P.01/O2 F-064 CT&E Rd. l 995164001 Chew" POI C1kw Nwwr D H 1 Ctataulam Ettgiswn PTlydrtl lkar/Imte 0981/9919:22 TttwJeet Namr/I La 1 Kat►kw CoUrnod tMwfllme 09/22/9 00.00 akel s*mpe IU L.ot 1 Kanlew Resxleed DWOMmat 09/22/9912:15 Mmfa DlitlldDg Watrr TrckskUU T rec or. jupbes C. Ede n /J Outlet By pyyglD 0 llc4sstd R Saugk . Altauaela Prop Anttsls parewtor Resins. POL Units Meshed Uwlss Dae Dasa In R1trAwll 1.53 0.300 Pon RWt 700.0 l0 Me 091nlw 0912zf r SCL 09-23-1999 07:3" 5615301 P.01 n ,.;5011AL ()'n'0-_ 75'l r W1 LL C-11 �, NNc�� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH 8 ENVIRONMENTAL PROTECTION ' \ 823 L Stmt - Anchorage, Alaska 99601 • ENVIRONMENTAL ENGINEERING DIVISION Telephone 2644720 I REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES 1 DIRECTIONS: Complete all parts on pegs 1. Inaeeplaw ra plests will not be prooseaed- Please allow ten (10) days for processing. 1. PROPERT NE PHONE W I V1 �[ SINGLE FAMILY MAILING ADDRESS PROPERTY RESIDENT (If d0ferem from above) PHONE 2. BUYER PHONE MAILING ADDRESS LENDING INSTITUTION PHONE COMMUNITY since June 1975. For wells drilled prior to that date, give well MAILING ADDRESS p S„e 4- REALTOR/AGENT PHONE MAILING ADDRESS B. LEGAL DESCRIPTION C d 4 �VIlv.J Ja+�P • — STREET LOCATION t ` N lh B. TYPE OF RESIDENCE NUMBER �[ SINGLE FAMILY ❑ One ❑ Four ❑ Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY Three ❑ Six 7. WATER SUPPLY INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all wells drilled COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) B. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE' elf individual/on-site, give installation date , If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72.01013/7811 THIS SIDE FOR OFFICIAL USE ONLY - INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ar SINGLE FAMILY ❑ MULTIPLE FAMILY N MBER OF BEDROOMS ❑ ONE THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY lid INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER 7�0� DEPTH OF WELL DATE DRILLED LOG RECEIVED a SEWAGE DISPOSAL SYSTEM O NDIVIDUAL/ON-SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER 7Fba ` 6 DATEINSTALLED IN ALLER ptic Tank or ❑ Holding Tank Sizer 00 If Tank is homemade give dimensions: SOILS RATING. 00 TYPE FTANK MANUFACTU E t TOTAL ABSORPTION AREA AV 41 MATERIAL 1 4. DISTANCES WELLTO: Septic Holding Tank I /O/ Absorption Aree Swiaer Line l0//- Nearest Lot Lim 1 /01, Absorption Area to nearest Lot Line 5. COMMENTS t1 -"APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE C '--I BY (TiNe) LEGAL DESCRIPTION 72-010 (Rev. 3178)