The URL can be used to link to this page

Home My WebLink AboutHIGHLAND HILLS #4 BLK 2 LT 24Highland Hills #4 Block 2 Lot 24 #050-382-58 Municipality of Anchorage 2015 Community Development Department Page 1 of 2 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 Permit Number: OSP131264 PID Number: 050-382-58 ❑ New ❑✓ Upgrade Name: ABSORPTION FIELD ROBERT &ELISABETH DITTRICK ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 5515 WILD MOUNTAIN ROAD, EAGLE RIVER ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPDISF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot HIGHLAND HILLS N04 -- 2. 24 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: -Number of Lines Distance between lines I Ft. SEPARATION DISTANCES To Septic AbsorptionHolding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station. Tank Line Fe Ft. well 112.7 112.1 NA N/A TANK Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity I 1000Gal. Surface water 100+ 100+ N/A N/A Material Steel Number of compartments 2 Lot Line 145.1 122.3 N/A N/A NA Foundation 70.3 95.0 N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain N/A NIA N/A N/A Pump on level at Pump off level at High water alarm at Remarks Tank replacement only. in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer JR'S SEPTIC PUMPING Drainfield 3034 COIMT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 125ft Inspe ction 1" g/13/2013 ° Location and description dates: 2" WELL HEAD 3m 4m COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL 'Engineer's stamp Ak Conditional Approval: Date :. fyTH "$s'eve`n :'PonnorRe CE W149 --_Qt Approved ✓ Date 7 y /c5 ��'`%s Inspection Report_1-1-12.d6c or > o ¢O Z O p w0 w Za a Q <�< �< O� U j oo > U O -�f PRIMARY AND RESERVE DRAIN FIELDS (E) I TO REMAIN_ 251- LOT 5%LOT 24 M /M �\ 25% DRIVEWAY LOT UNDEVELOPED NO WELLS OR SEPTICS VIrA) 2,G9C9I a ro 15% i WELL (E) A 38R HOUS (E) u 45% J I —9Y 45% T T1 15% TO SOUTH FORK r` EAGLE RIVER z3j9� I COLLAPSED 1000g SEPTIC TANK ABANDONED PER CODE INSTALL 1000g SEPTIC TANK (P) U CONNECTED TO EXISTING DCO 0 N - EXISTING SEPTIC 3 AREA NOTES: - PANNONE ENG SVC, LLC—��oFa��i asi28i,5 RECORD DRAWING P.O. BOX100217ANCHORAGE, ) 99510'qS PHONE (907 272-8218 FAX (907 272-8211 /%g�P !y+r+ Scale 50 ...... .. ..... P.I.D. NO HIGHLAND HILLS #4, BLOCK 2, LOT 24 .... •, ... 050-382-58 ROBERT & ELISABETH DITTRICK Steven . Ponno•e / PERMIT NO. ?21 �8149� � OSP131264 5515 WILD MOUNTAIN ROAD lG r EAGLE RIVER, AK 99577 I1111ry�D sheet PLAN 10�� 2 of 2 A B FCO 9.0 6.3 C5 28.0 3$.0 T1 72.5 84.9 T2 77.7 89.7 DCO 79.6 91.5 DV 82.6 94.3 C1 95.0 103.1 MT1 95.8 103.9 C2 137.1 144.8 MT2 136.2 143.9 C3 92.1 103.5 C4 132.3 -141.6 MT3 131.9 141.4 0 N - EXISTING SEPTIC 3 AREA NOTES: - PANNONE ENG SVC, LLC—��oFa��i asi28i,5 RECORD DRAWING P.O. BOX100217ANCHORAGE, ) 99510'qS PHONE (907 272-8218 FAX (907 272-8211 /%g�P !y+r+ Scale 50 ...... .. ..... P.I.D. NO HIGHLAND HILLS #4, BLOCK 2, LOT 24 .... •, ... 050-382-58 ROBERT & ELISABETH DITTRICK Steven . Ponno•e / PERMIT NO. ?21 �8149� � OSP131264 5515 WILD MOUNTAIN ROAD lG r EAGLE RIVER, AK 99577 I1111ry�D sheet PLAN 10�� 2 of 2 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: OSP131264 Tax Code Number: 05038258000 Work Type: Septic Permit Effective Dates: August 15, 2013 to August 15, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: HIGHLAND HILLS #4 Site Legal Address: HIGHLAND HILLS #4 BLK 2 LT 24 G:0558 Owner/Address: DITTRICK ROBERT W & ELISABETH L 5515 WILD MOUNTAIN ROAD EAGLE RIVER AK 995770000 Site Mailing Address: 5515 WILD MOUNTAIN DR, Eagle River This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 120642 Total Bedrooms: 3 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. Received S1 Lo13 Issued By: /WAS l�/r r�% �/' Date: /5 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-382-58 Property owner(s) Robert & Elisabeth Dittrick Day phone Mailing address 5515 Wild Mountain Drive, Eagle River, AK 99577 Site address 5515 Wild Mountain Dirve Legal description (Sub'd., Block & Lot) Highland Hills #4, Block 2, Lot 24 Legal description (Township, Range & Section) Lot Size 120,642 Sq. Ft. APPLICATION IS FOR: (M all that apply) Absorption Field ❑ Septic Tank ❑X Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑X (w/wo ADU) Upgrade � Duplex (D) ❑ Renewal ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. of property owner or authorized Permit/Rush Fees: off" Waiver Fees: _ Date of Payment: CeE! Date of Payment: Receipt Number: blo`F 'l Receipt Number: Permit No. 051:213Aar(.y Waiver No. Permit App_"-:- Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveCwnanengak.com August 9, 2013 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519 Subject: Highland Hills #4, Block 2, Lot 24 Emergency Septic Tank Replacement Permit Request Ladies and Gentlemen: I am writing to request that a permit to install a new 1000 gallon septic tank be issued for this lot. The proposed system will serve an existing three-bedroom house. Currently the lot is developed. The existing septic system was designed and installed for a three-bedroom house and is operating adequately for three bedrooms. The existing 1000 gallon septic tank has collapsed and is exposing raw sewage to the environment. The existing 1000 gallon tank will be abandoned per code. This lot is served by a private well that is over 100' from the septic system. The surrounding lots are also served by private wells that are over 100' from this system.. 1. Upgrade Tank Design. a. See Sheet 1 of 1 of the plan set 2. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: Lot 7A slopes from west to east at approximately 15% in the area of the tank replacement. The proposed installation will be located in the central portion of the lot next to the existing septic tank and absorption system. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 112 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8212 NO WELLS OR SEPTICS. \n Z�rS.p )9/7o✓ I I a PRIMARY AND RESERVE . DRAIN FIELDS (E) 3/ I TO REMAIN +/ 25% ^ 15% 45% 3 LOT 24 M -- Q\ 15� 54.3 --I 25% ^ 157 45% h p DRIVEWAY 3 157 240.8 £ / 104.7 1 TO SOUTH FORK / EAGLE RIVER \ 1 COLLAPSED 10009 SEPTIC TANK (E) % ABANDON PER CODE / WELL (E) I INSTALL 10009 SEPTIC TANK (P) 3BR HOUSE % CONNECT TO EXISTING DCO (E) x / o rL EXISTING SEPTIC s' AREA NOTES: Plil`Il`IONE ENG SVC, LLC SOF ACh Date EMERGENCY TANK REPLACE P.O. BOX 100217 ANCHORAGE, AK 99510 i d' PHONE (907) 272-8218 FAX (907) 272-8211 iAw 9'f) Scale *. TH *II 1.,=50' ....... .. .. P.I.D. NO HIGHLAND HILLS #4, BLOCK 2, LOT 24 050-382-58 Steven f�� 'annone• ROBERT &ELISABETH DITTRICK I PERMIT N0. !+ �.•, CE 8149 j OSPXXXXXX 5515 WILD MOUNTAIN ROAD (+�i PLAN EAGLE RIVER, AK 99577 ��1\ 0FES`� Sh1 eOP 1 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program. 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.cl.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW07_019 PID Number: 050.382-58 "'n"obert Diffrick Wastewater System: ❑ New ® Upgrade "°°""5 Wild Mountian Rd. Eagle River. AK 99577 ABSORPTION FIELD Payr Number of a«heonm. ® Dep Trama, (] slMkow Tr«mam ❑ e.e 0 MwmM 0 otn.r SW Fla" ToW bpm cam wigmel grWe LEGAL DESCRIPTION 1.2 GPoTtk 9 Ft. 9bNr Lot sup°M Daptk m pPe"octan from ocigvw grWe Grfi M°spit Oeneeb PIPs 2 24 Highland Hills No.4 4 Ft. 5 FI T~0,ip Range sateen: FM am Wtl Ong,"grW Grav Leng°I: 2 Ft. 40 Ft. Well: [INew ❑ Upgrade Grant wMN Ni of N,n ONuna Wlween Inn 1 0 2.5 Ft. Ft claeukrann (Pmrvete. A a. C) I TOW Depth Cues W TOW eE kelpb m Mn Ppe Maio" 3034 PVC Exist'g Private Fl. Ft 400 Fe Dmw Dne DNM° stem WYM LM MHWNr Flintstone Date male° 811912007 Fl .,Ie Pump ceare Nagmrove AGm TANK GPM Fl. Ft. SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Holding ubiic(Privete °n'^*q , 9ist'gSeptic GM From Tank Tank Sewer Line Met«W Number M Gn"rt.b wall 110.1 — 56 100+ Fbon LIFT STATION Surfecewel« LM Line 160.2 Got 95 -Fvnv en'tavel M 'WmP ,>tr IevN at Hqn wat«clamatFwn°Mpn M ti M 50+ so+ Punp Make &MWN EMantal lnP� pafom eY cunan Dran R•nm"'" BENCH MARK Verified Integrity of Tank by exposing and Inspection. Loawn .ma Deea,pkon Top of Clean-out on Tank Aea,m.° Isveoan. 100.0 FL Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1' 811912007 e0� 2n° 8/19/2007 �.o�E OF 44 .••• •• Development Services Department Approval ��P.• i '';9 � TH ' 49_ Conditional Approval Date: :,° :i•� �j';Steven R. ••nitons? i SIC ' No. CE 8149ek //'' II � Reviewed and approved by: � W 4� Date: °� i � •.•. e�'• ��. �ESSt�i lY m ' EXISTING DRAIN-1EL I o IN FAILURE. TO B£ REUSED 12 .8 New 1 8 / ERae*S€8 UPGRADE / 40LFX5'EDX2.5'W,10'T 259.— 157. 45%— C2 2 11. h III 157 n—n 2�9 n/n n �n TH III I �NSTALLED 1bV , , & DCO 160.2 EXIST'G 11 .2 159.— DRIVEWAY 1 ' 509— /L}\ EXIST SEPTIC TANK 25Z ANK 0.1 � 25Z 1 (VERIFIED INTEGRITY 41 I I 15x--- 6 I WELL 0 I m / I \� JEXIST'G 3BR HOUSE " SWING TIES CO A *'C Cl 95.2 112.1 Ml 95.8 113.3 RECORD DRAWING 10/19/07 I C2 137.1 152.6 M2 135.6151.6 T PANNONE ENG SVC, LLC ate D6/6/07 'REVISED °a� j i �.�F At:,gs>tl) P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RAWttJC• scute *• �TM` •:* I/ P.I.D. NO Lot 24 Block 2 Highland Hills #4 50-382-58 /'SCevenon'e' j Robert Dittrick PERMIT N0. i ,��14.1•'•]0/19/OJ.% 5515 IRiveruAKald l99577d swo7olo9 sheet ` Eagle DESIGN 11'ooitssa"�— PLAN 2 or 3 N WFe FEW Zt Fit na FILTER FABRIC o. 4• 0.5' GRAVEL '.s DISTRIBUTION PIPE va oa 4'DIAM. vv r _• VV no 4NM 15 aaD SECTION y }Wtt x � 6 C� � y dBINIBlR10N PIPf �' W No srot000q EPi1C ANK "" IMF, aaft w.o,ao we VERIFIED r, INTEGRITY ucn mcw,. eE[ awa a accrpuron oucr,sa+u PROFILE DRAWING RECORD DRAWING 10/19/07 A� PANNONE ENG SVC, LLC AK 99510 REVISED Dote to/te/o� s`oNTs i�P(.. . 95+ Ito P.O. BOX 102954 ANCHORAGE, ��: PHONE (907) 272-8218 FAX (907) 272-8211 / *. k/..... i .:� . ..... P.I.D. NO `..+ '..none Lot 24 Block 2 Highland Hills V4 50-382-58 .Steven..... R. j Robert Dittrick PERMIT N0. 1 9. i/ /�,Pc'• 8149 ao 1s 07. 5515 Wild Mountain Road SW070109 DESIGN Sheet (s �p Ea le River, AK. 99577 9 DETAIL 3 a 3 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 1 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 15, 2007 Expiration Date: Jun 14, 2008 Permit Number: SWO70109 Parcel ID: 050-382-58 Legal Description: HIGHLAND HILLS #4 BLK 2 LT 24 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 005515 WILD MOUNTAIN DR Owner Name: ROBERT DITTRICK Lot Size: 120642 SO. FT. Owner Address: 5515 WILD MOUNTAIN ROAD Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of. 0 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 ( IBAAC80 ). 3. The engineer must notify DSO at least 2 hours prior to each inspection. Provide notification by tailing (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. Received By. Date: 0(> 19 * n Issued By. (�l/(t( /n �ti.c__ Date: 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 Parcell.D. Property owner(s) Robert Dittrick Day phone 694.7442 Mailing address5515 Wild Mountain Road ER Zip Code 99577 Site address 5515 Wild Mountain Road Zip Code 99577 Legal description (Sub'd., Block & Lot) jigbLand Hills No. 4 Block 2 Lot 24 Legal description (Township, Range &•Section) Lot Size 120,642 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: Initial ❑ Upgrade Renewal ❑ 1 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) Permit/Rush Fees: �n�—� - Waiver Fees: 0.9i ✓J ' O % Date of Date of ayment: [� — Payment: Receipt Number: ! 2 Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC Consulting Engineers June 6, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Highland Hills No. 4 S/D, Block 2, Lot 24 Septic System Permit Request Ladies and Gentlemen: P.O. Box 102954 ige, Alaska, 99510 I am writing to request that a permit to install a new septic system be issued for this lot. The proposed systems will serve an existing three-bedroom house. Currently the lot is developed. The surrounding lots are served by private water systems, which are over 100 feet from the proposed soil absorption system. The lot is served by a private water system. The plan is to verify the integrity of the existing septic tank and reuse it if it is found to be acceptable and construct a new drain field. The existing drain field will be reused. 1. Soils. The soils were investigated during May of 2007. No ground water was monitored in the test holes to a depth of 15 feet below ground level. Bedrock was not encountered in the test holes. The native soils have sufficient sand component as not to require a two foot (2') sand filter. It is my opinion that the overall soils appearance of the soils, an application rate of 1.2 gallons/day/square feet should be used using a standard treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Minimum Length: j. Design Length: k. Effective Absorption Area: 1. Septic Tank Size: 1-5 Min Per Inch 1.2 gpdpsf 3 450 gallons per day 375 sf 9 feet 5 feet 2.5 feet 37.5 feet 40 feet 400 sf 1,000 gallon if the original tank needs replacing 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: Lot 24 slopes to the east at approximately 15 percent in the vicinity of the septic system. The lot is steeper to the west and to the east. The proposed installation will be located in the central portion of the lot, greater than 50 feet from slopes greater than 25%. Page 1 of 2 Page 2 of 2 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. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: C:\Work\Letters\24-2 Highland Hills.001.doc WELL -- LOT UNDEVELOPED NO WELL OR SEPTIC ':1 459 W/IN 100FT p 03 PROPSED 4AINFIELD 15_ — UPGRADE �y 159 n ^ 45%-- \ , r� TH1 I 16�` EXIST'G 159 \ 210.4 DRIVEWAY /WELL I 44.66' ` EXIST'G 3BR HOUSE ,� 459— WELL F17R..03S1 "tle've';*O. �onnone' EXIST'G SEPTIC 23 �\ R\G TION611/07 WELL) PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Lot 24 Block 2 Highland Hills #4 Robert Dittrick 5515 Wild Mountain Road Eagle River, AK. 99577 m a ci r m A THIS PROJE01 _ EXIST'G DRAINFIELD Dote 06/06/07 Scab I -.too' SW07xxxx DESIGN sheet PLAN 1 OF 5 7 1 I I EXIST'G DRIVEWAY EXISTING DRAINFI£LD IN FAILURE. TO BE REUSED PROPOSED UPGRADE 40LFX5 EDX2.5'W,10'T ( 257— 15x7 / k / 1 4 1 £X1ST'G 3BR HOUSE 157.--- 457— I I DVI 507.--- }EXIST'G 1000G SEPTIC TANK ISEE NOTES 3 SHEET 4 ISSUED FOR CONSTRUCTION 6/11/07 PANNONE ENG SVC, LLC 9s11ji,+ P.O. BOX 102954 ANCHORAGE, AK 99510 / PHONE (907) 272-8218 FAX (907) 272-8211 ��— Lot 24 Block 2 Highland Hills 114 5ieJen'R. Ton' ne j Robert Dittrick �4,- %1814 5515 Wild Mountain Road �1� Eagle River, AK, 99577 DESIGN PLAN II' 1 6/8/07 cage 1"-50' FILTER FABRIC .0 "" 4' D•5' GRAVEL E's DISTRIBUTION PIPE 4' DIAM. Y,YPMYM p� Y Es YM SEE NOTE 3 SHEET 4 --1 1--2.5' SECTION PROFILE Dnmeurar�PrErw E.o Eoao DEEP1PEN EEEP ■WC "WE,190,0 ISSUEDFORCONSTRUCTION 6/11/07 OF\\\\\ PANNONE ENG SVC, LLC REVISED Date 06/06/07 .•••�:40,�t P.O. BOX 102954 ANCHORAGE, AK 99510 y;' 9 1, PHONE (907) 272-8218 FAX (907) 272-8211Aw Scale *1 P.I.D. NO Lot 24 Block 2 Highland Hills #4 50-382-58 eveCER8149none/j Robert Dittrick PERMIT NO. 1 4� 5515 Wild Mountain Road sw07Exxx � ¢!..... 3 DESIGN sn Eagle River, AK. 99577 DETAIL 3 of 5 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 ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 3—BEDROOM HOUSE. NEW DRAIN FIELD, VERFITY INTERITY OF TANK. REPLACE IF REQUIRED, INSTALL 3—WAY, BALLTYPE DIVERTER VALVE. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 15 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. DESIGN PARAMETERS NO. BEDROOM: 3 TANK SIZE: 1,000 gallon PERC. RATE: 1-5 MPI SOIL RATING: 1.2 gpd/SF APPLICATION RATE: 125 SF/BR AREA ROD: 375 SF SYS. TYPE: DEEP TRENCH,5' ED MIN LENGTH: 37.5 LF l IGF. DV 40LFx.5'ED, 9' TO TOTAL AREA: 400 SF 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 DV DIVERTER VALVE DCO DOUBLE CLEAN—OUT LEGEND -v-v- WATER LINE/ WELL RADIUS — ss — ss — EXIST'G SEPTIC —is —U — NEW SEPTIC CHAINLINK FENCE ISSUED FOR CONSTRUCTION 6/11/07 >, PANNONE ENGINEERING SVC, LLC "`"""' 1O1Q OF A� , 06/06/07 ..7, >I' P.O. BOX 102954 ANCHORAGE, AK 99510 �y1,� PHONE (907) 272-8218 FAX (907) 272-8211 scale nP /*NTS •;,,/�P.I.D. NO Lot 24 Block 2 Highland Hills #4 50-382-5e e / Robert Dittrick PERMIT N0. CE 8149 j SW07xxxx 5515 Wild Mountain Road Eagle River, AK. 99577 DESIGN sheet NOTES 4 o1 5 TEST HOLE t SLOPE \ SITE PLAN OR Organics Root Mass n� � .1 ML BROWN SILTS 2 r a 3 7]/ 1 TH1 �y ] 5 A 6 7 GM/ .4 f (� SM y \ 6 / ¢ SILTY GRAVEL 9 W/SAND SANDYER W/ TEST 1 ] 10 DEPTH HOLE / c 11 J \ / 12 13 SLOPE WAS GROUND WATER Iq ENCOUNTERED? N0. 15 BOH IF YES, AT WHAT TEST HOLE DEPTH? 16 \ pEPTH T❑ WATER AFTER 17 MONITORING? - DRY DATF, 06-1-07 18 19 20 PERCOLATION RATE 13 (min/inch) PERC HOLE DIAMETER 6 Inches TEST RUN BETWEEN 5 FT AND 6 FT_ DATE PERFORMED 05-25-07 Z COMMENTS: Test hole excavated by FLINSTONE SERVICES Test Hole was presoaked before pert test. Test ran g for 1 hour- last 3 readings reported. PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE 0 WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. t ,,,��\\\\\ PANNONE ENG SVC, LLC REVISED Date 06/6/07 e i_ �� OF AL gS�I) P.O. BOX 102954 ANCHORAGE, AK 99510 Seole PHONE (907) 272-8218 FAX (907) 272-8211 le NTS f; / *: __ * I P.I.D. NO Lot 24 Block 2 Highland Hills #4 50-582-58 E` / SfiviA W. P'onn ne'j Robert Dittrick PERMIT NO. 8 Ott 6�6�� / 5515 Wild Mountain Road TEST S eoi x (�` Eagle River, AK. 99577 HOLE 1 5 or 5 CLOCK WATER READING TIME NET TIME LEVEL NET DROP READING 1 11:20 1.85' - 2 11:27 7 MIN 10.15 5.6 3 11:27 � 1.85 - 1 11:31 7 MIN 10.15 S.6 S 11:}5 1.85' - 6 11:12 7 MIN 10.15' S.6 SANITARY SEWER SYSTEM Part 1 General 1.01 DESCRIPTION. Provide all labor, equipment, material, and supervision to complete the sewage disposal system for a single family house including, but not limited to, sewer pipe, septic tank, drain field, and all required fittings and appurtenances in accordance with the Drawings, Specifications, and Special Provisions. The Contractor shall be Municipality of Anchorage (MoA) certified to install on-site wastewater disposal systems within the Municipality of Anchorage. 1.02 RESPONSIBILITY A. Owner 1. The Owner shall contract with the Contractor to perform the work described in these Specification and the accompanying Drawings in accordance with the attached MOA On -Site Department Permit. There is no contractual relationship between the Contractor and the Engineer. The Engineer shall inspect the work as required by MOA On -Site Department, so as to document the installation. Final acceptance of the Contractor's work rests with the Owner and the MOA On -Site Department. 2. The Owner shall notify the Engineer of any conditions that are known that will affect the design or installation of the septic system, to include, but not limited to, locations of drains, utilities, water wells, property comers, subsurface anomalies, or known hazards. B. Engineer 1. The Engineer is responsible for inspecting the installation of the septic system and preparing Record Drawings that document the installation to the satisfaction of the MOA On -Site Department. Inspections are performed as necessary to document the construction of the system to the satisfaction of the MOA On-site Department. In all cases, inspection shall be performed as necessary to establish the following: • The original grade at the drain fields and site • The bottom of all excavations for drain fields • Top of sand on all sand filters • Top of drain pipe • Septic tank, lift station, or holding tank prior to back filling • Placement of filter fabric and insulation • After final grading and seeding is complete. 2. The inspecting Engineer has no direct authority over the Contractor's activities or construction/safety practices. Should the Engineer identify conditions which dictate a design change, the Engineer will recommend that the work be stopped and/or the design modified. If a design modification is necessary, the Engineer shall notify the property Owner or his/her representative. The inspecting Engineer does not have the authority to direct the Contractor to modify the system design in such a way that it would be in violation of Alaska State or MOA regulations. Page 1 of 8 6/6/2007 C. Contractor 1. Pre -construction lay -out: The Contractor is responsible for locating all buried utilities, casements, property lines, surface water setbacks, well radii, and water service lines which may been crouching upon the proposed septic system. The Contractor shall ensure that all setbacks are clearly marked and flagged by a registered land surveyor, or other appropriate means prior to construction. Pannone Engineering Services, LLC, (PES) Field Inspectors/Engineers will not be responsible for establishing or confirming any of the aforementioned setbacks. 2. Discrepancy Between design Drawings and Specifications: Construction shall be in accordance with the approved site plan, design Drawings, and any Special Conditions noted on the MOA On -Site Department Sewer Permit. The Contractor is responsible to notify the Engineer of any discrepancies noted on the design plans or Drawings prior to starting work. 1.03 REFERENCES. A. American Society of Testing and Materials (ASTM) 1. ASTM D2241 - Standard Specification for PVC Pressure Rated Pipe 2. ASTM D638 - Test Method for Tensile Properties of Plastic 3. ASTM D696 - Test Method for Coefficient of Linear Thermal Expansion of Plastics 4. ASTM D792 - Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement 5. ASTM D1505 - Test Method for Density of Plastics by the Density -Gradient Technique 6. ASTM D1621 - Test Method for Compressive Properties of Rigid Cellular Plastics 7. ASTM D1622 - Test Method for Apparent Density of Rigid Cellular Plastics 8. ASTM D1785 - Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 9. ASTM D2240 - Test Method for Rubber PropertyCDurometer Hardness 10.ASTM D2842 - Test Method for Water Absorption of Rigid Cellular Plastics 11.ASTM D2856 - Test Method for Open -Cell Content of Rigid Cellular Plastics by the Air Pycnometer 12. ASTM D3034 — Specification for Type PSM (PVC) Sewer Pipe and Fittings 13.ASTM D3350 - Specification for Polyethylene Plastics Pipe and Fittings Material 14.ASTM F789 — Specification for Type PS46 PVC Plastic Gravity Flow Sewer Pipe. B. Municipality of Anchorage, On -Site Water & Wastewater Department (MOA Onsite) 1. Anchorage Municipal Code (AMC)15.65 Wastewater Disposal 2. "On -Site" Wastewater Installers Manual. 3. Municipality of Anchorage Standard Specification (MASS) 4. Standard Specification for Component Parts and Materials Used in Construction of On -Site Wastewater Disposal Systems, Dated January 1991. C. International Conference of Building Officials (ICBG) 2003 Uniform Plumbing Code as amended by the Municipality of Anchorage and adopted November 1, 2005. Page 2 of 8 6/6/2007 1.04 SUBMITTALS. The Contractor shall submit their MOA Onsite Certified Installer certificate and number along with the date of class and expiration date prior to installation of system. After the complete system is installed, the Contractor shall submit unqualified as -built Drawings and certificates on MOA Onsite approved forms to the Engineer for approval to Operate. The Contractor shall record survey notes and submit these with the As-builts. All field joint locations shall be noted on the as -built Drawings. 1.05 SOILS REPORT. Pannone Engineering Services, LLC, conducted a soils investigation. The investigation can be found attached to the Drawings. Part 2 MATERIALS 2,01 PIPE BEDDING. Bedding shall conform to Class C Bedding as specified under MASS Division 20, Section 20.11. 2.02 GRAVITY SEWER PIPE. Pipes shall conform to the material schedule specified by Reference B-4 above and shall at a minimum be: a. Solid pipe: Schedule 3034 PVC plastic b. Perforated: F810 HDPE or 3034 PVC Plastic 2.03 SEPTIC TANK. The Septic tank shall be a cylindrical welded steel tank, constructed with No. 12 U.S. gauge (0.109 inch thick) material, with an operating capacity of that specified on the Drawings. The tank shall be a two-compartment design constructed in accordance with AMC15.65 and the Uniform Plumbing Code, and fabricated to the approximate dimensions as shown on Drawings. Tanks of alternate dimensions but equal capacity may be approved at the discretion of manufactured by Anchorage Tank and Welding or the approved hseptic tank shall be equal. The tank shall have a minimum of two access clean -outs, one over the inlet and one over the outlet. The inlet pipe opening shall be Schedule 40 steel in the location shown on Drawings. The inlet shall be baffled as shown or as approved by the Engineer. The inlet baffle shall penetrate six (6) inches below the liquid level in the tank. Lifting lugs shall be attached to the top of the tank for ease in handling. All steel structural members shall be jointed by electric arc welding with fillets of adequate section for the ng a watertight tank. loinvolved.ints Welds d Pipepass ng through tank walls shall be welded on both sides r�for a watertight fitting. After welding, all inside and outside surfaces of the tank shall be sandblasted to remove rust, weld flux, oil, and other foreign material. Weld splatter and surface roughness shall be 6/6/2007 Page 3 of 8 removed by grinding. Immediately after cleaning, all metal surfaces shall be protected from corrosion by using Hi -Build Cold Tar Pitch, #46-465, or approved equal; the exterior shall be treated with one coat and the interior shall be treated with two coats. Coating applications shall follow the manufacturer recommended procedures. 2.04 SOIL ABSORPTION SYSTEM. All material used in the soil absorption system shall be approved for their intended use by MOA Onsite and shall be in conformance with the above references. Gravel to be used in the soil absorption system shall conform to AMC 15.65.010 Definitions, Gravel. Pipes used for monitor tubes shall be 3034 PVC with the portion protruding into the drain field either slotted or perforated the full effective depth as specified on the Drawings. Clean-out caps shall be rubber "Jim Caps," or approved equal, securable with adjustable metal bands. Friction fit caps will not be accepted. Filter Fabric shall be Mirafi woven or felted fabric, or approved equal. 2.05 RIGID INSULATION. Rigid insulation shall be rigid board extruded or expanded polystyrene material meeting the following criteria: • Density: 2 PCF minimum • Compressive Strength: 35 psi minimum at 5% yield per ASTM D1621 • Water Absorption: 0.25% by volume, maximum per ASTM C272 • Thermal Conductivity: 0.23 BTU-in/°F-ff-Hr, per ASTM C177 2.06 FILTER MATERIAL. Filter Material shall conform to that specified in AMC 15.65.060 Subsurface Disposal Fields, Paragraph D Filter Material. PART 3 CONSTRUCTION 3.01 GENERAL. All construction shall be installed as specified in the most current edition of the MoA Onsite Regulations (AMC 15.65), the most current edition of the MOA Onsite Installer's Manual, Specifications, and Special Provisions. The Contractor shall restore all disturbed property, including drainage swales, which were disturbed due to construction activities for this item to preconstruction condition or better. The Contractor is required to maintain the required horizontal and vertical separation distance required by the code. Specifically: Solid pipes transporting wastewater from the house to the septic tank, and from the septic tank to the drain field shall have a minimum of 36 inches of vertical separation between any storm drain or footing drain. If 36 inches of separation cannot be Page 4 of 8 6/6/2007 maintained, install a minimum four -inch (4 -inch) thick insulation buffer between the septic system and the storm drain or footing drain. Solid pipes transporting wastewater from the house to the septic tank, and from the septic tank to the drain field shall have a minimum of 11 feet horizontal and 18 inches vertical separation between water service lines and mains. Sanitary sewer pipes shall be centered over the crossing and no joint shall be closer than at least half the standard pipe length to the waterline crossing. Septic Tanks and Drain Fields shall be placed no closer than: 100 feet to any private well, unless previously approved by the MoA; 11 feet horizontally measured to any water main, water service, storm sewer, street light, transformer pad, electrical/telephone/cable box; 10 feet horizontally measured to any side lot line 50 feet up -gradient or 20 feet down -gradient of any footing drain or curtain drain. Those separation distances required under AMC 15.65 The Contractor shall relocate any item installed with less than minimum measured distances prior to final inspection and at no cost to the Owner. 3.02 LOCATIONS AND GRADES. The Contractor shall verify and record the horizontal and vertical locations of all utilities encountered in the field and record any changes on the Contractor Record Drawings. The Contractor shall hire or employ a Registered Land Surveyor to stake the location of the septic tank, drain fields, property lines, well, 100' well radius, ten -foot property line setbacks, or any other required feature. Failure to properly stake these locations shall be at the risk of the Contractor and the Contractor shall be responsible if the required distances are not met. The septic tank shall be placed at the locations and elevations as shown on the Drawings. The tank shall be set level to a tolerance of plus or minus 0.05 feet from end to end. The drain field shall be placed in the location shown on the Drawing, with minor adjustments allowed to minimize excavation and accommodate the existing terrain. The drain field piping shall remain level over the length of the drain field. The drain field shall be constructed entirely within 30 feet of the test holes shown on the Drawings. Contact the Engineer immediately if the drain field cannot be installed in the location shown on the Drawings. 3.03 EXCAVATION. Sewer services pipes shall be bedded. Bedding and trench backfill shall be compacted to 95% of maximum density. Material that is placed while frozen or during freezing conditions shall be removed and replaced during periods when the material is thawed so proper compaction can be achieved. Page 5 of 8 6/6/2007 3.04 SEPTIC TANK. The septic tank shall be placed on undisturbed soil on a level grade at a depth as indicated on Drawings. Backfill around the tank with sewer gravel fill to at least the spring line of the tank. Fill above the spring -line of the tank shall be installed in 12 -inch lifts compacted to 95% maximum density. Any damage to the protective coating during installation shall be repaired as recommended by the manufacturer. The tank inlet shall be set at the elevation shown on the Drawings. Care shall be taken during installation to ensure the proper elevation drop between the inlet and the outlet. Install flexible "Fumco" rubber fittings, or approved equal, at connection from tank to inlet and outlet pipes as indicated on the Drawings. The Contractor shall take caution to prevent the tank from floating once it is set In place. The Contractor shall reset the tank to the proper grade if it floats, at no additional cost to the Owner. 3.05 PIPES. Pipes shall be joined to one another, to the polyethylene fittings, cleanouts, and tanks in accordance with these Specifications and the manufacturers recommendations. A. Plastic Pipe to Cast Iron. The existing cast iron sewer line from the house shall be connected to the new septic tank using 4" 3034 PVC Pipe. Connect the two pipes with a Fumco "No -hub" coupling, or approved equal, consisting of a rubber gasket and adjustable metal bands. B. Sewer Distribution Lines. Sewer distribution piping shall be joined using two-part PVC cement. The first part shall prime and clean the PVC pipe. The second part shall join the two pipes. Each section shall be able to withstand a working pressure of 25 psi. All piping shall be placed as shown on the Drawings and placed as straight as practical. In case of conflict between stationing of pipe or fittings, use dimensioned locations relative to the centerline and property line, the dimensioned locations shall govern. Dimensions and length called -out and indicated on the drawings shall govern over the scaled distances. Reliance on scaled distances and length shall not be allowed and is done so at the risk of the scaler. 3.06 SOIL ABSORPTION SYSTEM. The drain field shall be constructed as shown on the Drawings and in accordance with all applicable regulations described in AMC 15.65 Wastewater Disposal. The drain field area shall be excavated to the elevation and dimensions as shown on the Drawings. Remove all organics and silt. After excavation, the open hole shall be protected from surface runoff to prevent the entrance of silt and debris. Under no circumstances shall the use of heavy equipment be permitted on the drain field surface. All smeared or compacted surfaces shall be raked to a depth of one (1) inch, and loose material removed, .before any of the drain rock is placed. The bottom of the trench shall be level to within 0.2 feet, end to end. Page 6 of 8 6/6/2007 The gravel and distribution piping shall be installed as shown on the Drawings. Perforated PVC pipes shall be laid in the drain field so that the holes are placed down in the gravel. The drain field shall then be backfilled with gravel to a depth of a half -foot above PVC distribution piping invert. Filter fabric and insulation shall be placed over the bedding as required by the Drawings. Backfill above the filter fabric with material excavated from the excavation to the elevation shown. The material shall be mounded over the drain field as shown on the Drawings. Backfill of drain field shall not be compacted. All slopes and surfaces shall be top -soiled and seeded with a minimum of six inches of topsoil and MOA Schedule A Seeding. 3.07 Demolition of Existing Septic System. This section is to be used only if required on the Drawings. The existing septic tank adjacent to the existing drain field shall be demolished in accordance with Appendix K of the Uniform Plumbing Code and AMC 15.65. The existing septic tank shall not be demolished until the new septic tank is connected to the existing residence and is ready for operation, or if temporary provisions are made and approved by the Engineer. The septic tank shall be exposed and all piping removed and disconnected. All liquid shall be removed by an MOA ONSITE Certified Sanitary Pumper and disposed of in a certified septage disposal area. The top of the septic tank shall be removed. The entire inside shall be coated with lime to stop the biological action. The septic tank shall be crushed in place or removed and disposed of in a certified landfill. The ensuing hole shall be filled with unclassified backfill and compacted to the required density. The area shall be covered with topsoil and shall be seeded per MASS Division 75. The existing drain field shall be abandoned in place. If the drain field is a crib type system, the crib shall be collapsed and filled with structural material. The entire are shall be top - soiled and seeded in accordance with Mass Division 75. The existing piping that remains shall be disconnected from the septic tank and abandoned in place. All clean -outs or other indications of the piping at the surface shall be removed. PART 4 BASIS OF PAYMENT 4.01 METHOD OF MEASUREMENT. Sanitary Sewer System is a lump sum item and will not be measured directly for payment but shall include all work necessary to install an operational system as detailed in the Drawings and Specifications. All component items necessary to complete operational systems will be considered subsidiary to this item and will not be measured separately for payment. Excavation and backfill for this item will be considered subsidiary. This item will be considered complete when the system is demonstrated to be operational. Dewatering operations as required will be considered subsidiary to Sanitary Sewer System. Submittals required as described in this Section will not be measured for payment but will Page 7 of 8 6/6/2007 be considered subsidiary to Sanitary Sewer System. 5.01 BASIS OF PAYMENT. Sanitary Sewer System will be paid for at the contract lump sum price. Utility location and coordination required to complete this item will be considered subsidiary to this item and will not be paid for separately. Payment will be made under: Page 8 of 8 6/6/2007 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: PES Legal description: Highland Hills #4, B2 L24 ®Permit [1c.0-SJL olnspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. The well radius is not centered on the well. �n� ti �� RE.�✓��w„�, 2. The tank is too close to the field. 1? w 3. The original inspection report shows 110' from well to tank but your site plan shows 170'. Please comment. `ice t l 0 GLo, .u(, -r1” `--o w r. c t� P L -u c& k_-0 —1 _-_>LAAiAeeeO.,Ati' Name of reviewer: Deb Y to 4ue Pho)0 Qana'^el Date: 618107 i5 Ov C.Inah96 on conoifo(_'' fi Argw/11 Iq Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 3 "L" 825 Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES Tp SEPTIC ABSORPTION WELL Address FROM TANK FIELD Ro. )3ox 1c) -`1H-1 , J-'Y0,orL. N Phone(s) Perr a No. No. of Bedrooms WELL / I C) 'a- I O o ln`t'-1 - '7 s-1 i_I 'Z I q ®+7 301r :3 LOT LINE + 1 Qp ?o �' I On LEGAL DESCRIPTION Lot Block Subdivi6 n ' Z�I 1- c a• l 41 FOUNDATION -)0' Township, Range, Section V- AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, eta) TANKS 14 SEPTIC ❑ HOLDING f Manulacturer Capacity In gallons � 1 O l� C) /r we Material No. of Compartments j4 e -e. I 2— TYPE OF SYSTEM [� TRENCH ❑ BED ® W. DRAIN ❑ OTHER y Depth to pipe bottom from Total depth from original grade original grade4,1 FT '1 , 5 FT _ Fill added above original grade Gravel depth beneath pipe (> FT FT Gravel length Gravel width 1I�•� FT FT Total absorption area Distance between lines .�9 � SQ FT FT Number of lines Soil rating Pipe mateprial 1 I �I fd SQ FT In Installer t' �77 C3 _ �{.0 -, Dale Installetl J (4Al '-() 2,41 .1.._- /ei / ! J WELLS PRIVATE ❑ OTHER (Identifv) i. "'� r �d Classification (A,B,C) Total Depth Cased to o = FT FT Installer Date Installed: fdr r, _ rill r = i 3Z REMARKS: s �b 115 0 in ,, /✓ . �r2'. �w'�rNL, •. ,;•« Cie, N'ti. cY�/✓� - Scale: ENGINEEIR'$:SEAL- Inspectlons — Performed �-�ya*cv-rTM.j�CrtliCCS-- by: - i . Date Cagle 1'• 0. Box River, 773294 AIC 99577 Gm -5195 certily that this Inspection was perlormed according to all "`rc Municipal and State guidelines in effect on this date:r: - i. ':: 4;, �1 • Vit /1�'0\ Health Department Approval: ,/—c.�e_..1.1vr.✓ Date: Health 7? nia t¢ia�t ��NICIFAL1 1 UF ANCH21�A�L �epartment o� Health & Human Services 825 L Streci, �nchorage, Alaska 9�501 34��472� ON~�) �� SEWER & WELL PERMll PermiL Nuober: Y0O308 UaLe �ssued: u9/21/90 O�ner Name: BO8 DI[TRICK Owner Address: P"U. 8OX 10374/ ANCHURAGE� AK 99510 /��{�UU+JU� '��' � u�' Day Phone: 694-7442 P. .�rce] ld: 05V-382-58 Lot Le�a|; Subdivi HlGHLHND HILLS T4 Lot: �4 6lock: 2 Sect1u wnship: 14N Range: 1W Lo� Size 1 :642 (sq.f or acres! Ma: BeUroo�os: This Permit. 3 Total Capacity: � �EP!1C lANK: Hwimum tota1 septzc tank capacity: 1,000 gaillons, Each septic �sr.� mosi �'avp at ieasi 2 com7art mol ts. DepLh to top o[ septic Lank(s) ( 4.� +p�i r�qu�/es znsu1a+ion ov�, tank�s), sdbm nicipalii Onchora0e 0epartment of HeAlth �on i r ces wzthzn com ution. lH � FMYi| EXPiRES 12/31/9': AND VAL1D FUR A S[NGLE FAMILY HME. [ |i [! v |H/)|: �sm: ar wU Lho requirements for on -site sewers and we1ls as seL |orth �/y ths Munici, ja1i1y o[ Anchorage (MUA) and the State o[ A1aska. �, [ wil] i/'siall Lhe sysiem in accordance with all hOA codes and regn oi s, �nd zn compliance with Lhe design criteria of thzs permit. adhere to all MOA and State o( Alaska for tie not. back d�sLances �rrm any existzng well, tons Lewater disposa| system Or public sewera1e �ystem on thzs or any adjacen:. or nearby lot. '| l 1.'x1ersiand that this permit is valid |or a maximum o[ � bedrooms. 1 ,`|so u|�derstand that the capacity of the total system is 3 bedrooms and an� en1argement wil1 requzre an additional permzL. ,Z SOILS LOG MUNICIPALITY OF ANCHORAGE ❑ PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: /J v6 0 / ��/'/GiT e DATE PERFORMED: l/ II gr6 1pJLt a %/?- /"-I! J-/, )/f- ON � LEGAL DESCRIPTION: 7 Y y§ SLOPE 1 2 �. 3 4 ; 5 �rj i 6 7 ' v, 8- 10- 12 10 12 13 14 Date Gross Time Net Time Depth to Water „<.. 15 - s, 1 16 - !`' 17 CC'Ju060JG�•••�o0e .. . ie 18 ` �i�rG Louis A. Butera .°�," \\ GS -6736 s'°;,� 9 19- 20 20 + COMM Tia& e2 /r.J sor,. X(D WAS GROUND WATER S ENCOUNTERED? Nn L 0 i'urr"l P MaN+ E IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop VI PERS9iGt A -F+0 N RATE / Yo /,Q 2 F�tea{;f+ch 1 TEST RUN BETWEEN � FT AND — FT fagle River En Ineerin PERFORMED BY: g CERTIFIED BY: � L` _DATE: Box 773294 Eagle River, AK 99577 SPECIFICATIONS FOR ON—SITE SE=PTIC SYSTEM LEGAL: LOT 24, BLOCK 2, Highland Hills # 4 A. GENERAL 1. The well and septic plan are for a duplex single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet: the Anchorage Department of Health and State Department Of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. S. All excavations and depths are advisory and are to be verified or modified In the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi --family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. B. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The drainfield is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the drainfield shall be level, plus or minus 1.5". 3. The total depth of the drainfield excavation is not to exceed 7.5' at any point. 4. The drainfield gravel is to be covered with typar or fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the drainfield. 6. The area over the drainfield is to be Finish graded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH = 7.5' GRAVEL DEPTH = 3.5' DRAINFIELD LENGTH = 46' DRAINFIELD WIDTH = 5' Soil Rating = 140 Bedroom Capacity = 3 Total Septic Tank Size = 1,000 Gallon NO KNOWN CURTAIN DRAINS NO STREAMS +100' i36' S 3' 15" E SEPTIC SITE PLAN ---- L.EGAL: Hiland Hills 4, Lot 24, Block OWNER: Bob Dittrick CONTRACTOR: N/A---- „ --- - -- r --- — -- - - - = 501 JOB # 90-102 ; DATE: 09/ 17/90 SCALE 1 --- - - - - EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) ,SERVICES 694-8408 3 r Kt ZD 0 a 0 z SEf' 2 111990 RECEIVED ® - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEANOUT + - WELL • - PROPOSED LEACHFIELD