HomeMy WebLinkAboutLAKE RIDGE TERRACE BLK 2 LT 12Lake Ridge Terrace Block 2 Lot 12 #051-315-15 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. SCOPE OF WORK: INSTALL NEW 1250g S.T.E.P. TANK AND 500g LIFT STATION WITH AX20 POD AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 13.0 FEET- BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 13.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. INSTALL 500g LIFT TANK (P) WITH AX20 POD ' AND DOUBLE CLEAN OUT UPGRADE DRAIN FIELD (P) % �� w ---_ / 20LF x 5.0'W x 2.0'ED x 6.O'TD Ti j_ M / WITH CO AND MT AT EACH END i— M / __ O 14\" /` d �/ 2j INSTALL 12508 S.i.E.P. TANK (P) r o / PLACE R.I. OVER ANY PIPE LOCATED °� / 551 j�� UNDER DRIVEWAY � ! ^ / 04� y� _ 72:6 RESERVE 9C FIELD �c�J F b� 5 / f HOUSE j / % / ELL ) / (E) DECOMMISSION 2000g OLDING TANKS (E) 4z PER CODE !/ *WELL (E)100 ` /� *WELL (E) LO'! ` - /*NOTE: WELLS ON LOTS 11, 12, AND 13• DESIGN/REEl PARAMETERS �� /F1�%,�'/TO BE STAKED BY REGISTERED PRIMARY SEPTIC SYSTEM ,�/ y5/ ND SURVEYOR �_ vv - NO. BEDROOM,: 4 (600 gpd) TANK SIZE: 1250g S.T.E.P. TANK r �� �� ! �' /ABBREVIATIONS AND 500g LIFT STATION / ✓/ WITH AX20TFI TEST HOLE - - W----�1' w 1% � BR BEDROOM PERC RATE: i -5 MPI ( J 1 SOIL RATING: 6 GPD/SF 1 i (P) PROPOSED AREA ROD: 100 SF l j 1 1 1 (E) EXISTING SYS. TYPE: WIDE TRENCH 2.0'ED Co CO CLEAN OUT NO. RF: 0.70 MT MONITOR TUBE NO. IMIN LENGTH: 14 LF / J / /�Lj TYP TYPICAL USE: I / / 1'D TOTAL DEPTH 1 20 LFx5'Wx2_.0' E.D., 6.0' TD ED EFFECTIVE DEPTH / i W WIDTH /TOTAL AREA: 14 SF ! r' / r ! / / LF LINEAR FEET NOTES:P �T y®�®Date S/D EXHIBIT ^ AM®NE ENG SVC, LLC = OF AC� 8/9/2Q79 P.O. BOX 100217 ANCHORAGE, AK 99510 ®'t. S �} '°�'�� Scale ADDED POTENTIAL RESERVE TH PHONE (907) 272-8218 FAX (907) 272-8211 .4 .70, t"=50' DRAIN FIELD LOCATION "" P.I.D. NO LAKE RIDGE TERRACE, BLOCK 2, LOT 12Q5t-31 - JOE & DORALEE STANCIL Steven • 8 •Pannone PERMIT NO. 15041 LAKE RIDGE DRIVE r� �F •• CE 8149 ,m OSPI41185 PLAN EAGLE RIVER, AK 99577 ���TF�'EJj'' P���� Sheet 1 OF 3 ASBUILT SEWARD & ASSOCIATES LAND SURVEYING 694-082' I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE FOLLOWING DESCRIBED PROPERTY 0F R� �0R DATE:` ,........ 'S AND THAT NO ENCROACHMENTS EXIST EXCEPT AS �v INDICATED. IT IS THE RESPONSIBILITY OF THE,. OWNER TO DETERMINE THE EXISTENCE OF ANY GRIDS . �, s • � EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- 0 Duane Mark Seward •` ca m VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD. FB: ! �'•._ LS -6 18 •,? ANY DATA HEREON BE USED FOR CONSTRUCTION�Rl OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. DRAWN; t Zlk p.�i-f Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151185 PID Number: 051-315-15 Dwelling: N Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New _] Upgrade Name: Joe & Doralee Stancil ABSORPTION F1EL•D ❑ Deep Trench * ShallowTfench-❑ Bed ❑ Mound Address 15041 Lake Ridge Drive, Eagle River ❑ other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 6 GPD/SF 34 6.C) Vex PES Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot Lake Ridge Terrace 2 12 Fill added above original grade 0 Ft. I Gravel length 20 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 143 - Fe 1 N/A Ft. well 56 75.4 N/A N/A N/A TANK ❑ Septic 0 S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water 100+ 100+ N/A N/A Material Steel Number of compartments 2 Lot Line 24.3 23.6 N/A N/ANA Foundation 23.7 42.7 N/A N/A LIFT STATION Manufacturer Anchorage Tank/ Orenco Capacity 500 Gal. Curtain Drain 50+ 50+ N/A N/A Pump on level at Pump off level at High water alarm at Remarks 43 in. 40 in. 45 in. Pump make and model Electrical Inspections performed by P2005 Northwest Wire - PIPE MATERIAL Housetotank 3034 Tank to drainfield 3034 Installer JR's Septic Pumping _ Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 100 ft Inspection �+ 8/25/15 b 9/1/15 Location and description dates: 3m 1/22/16 e Threshold of front door COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Date 0,01 �� Conditional Approval: --- /'�g�P••9�g9�i� ,. . ..... .. ....., - - ,•'$•teven 'Pnrii4 rae� CE 8149 Approved QlQ up, l VILM Date 31a017 1 ,miiss�► Inspection Report_9-1-12.doc Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveCdoanengak.com 23 February 2037 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Lake Ridge Terrace, Block 2, Lot 12 Record Drawing / Final Installation of System Ladies and Gentlemen: I am writing in regards to the above referenced property and questions that arose during the Record Drawing review of the system that was installed in August of 2015 and had the record drawings for the installation submitted in February of 2016. The previously existing system had a waiver for separation of the original holding tanks to the well on the subject property of 56'. The 2015 submittal for upgrading that system included separation waiver requests for both the tank and the absorption fields to the existing wells on the subject property along with the wells on L11 and L13. Due to conditions on the property and improvements that had been made, placing the new Advantex AWWTS in the proposed location proved unfeasible. As such the tank was installed in a location near the previous holding tanks but outside the distance of the original separation waiver ('"56'). The original drawing had reflected a "Future Addition" for the dwelling, but the footprint on that plan was erroneous and should have shown a five- foot separation from the vicinity of the now decommissioned holding tanks. Also of note is the system that was installed for this permit is an Advantex AWWTS. The new code only requires a 50' separation distance for both tank and absorption fields to a well provided the installed system is an AWWTS. As previously stated, the installed system is an AWWTS, and as reflected on the included Record Drawing is outside of the 50' separation distance for all wells in the area. I request a waiver to allow this installation to be allowed under the proposed code. Please contact me if you have any comments or concerns. Sincerely, Steven R. Pannone, P.E. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 r ' Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 SPECIAL PROVISIONS TO SPECIFICATIONS I 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. SCOPE OF WORK: INSTALLED NEW 1250g S.T.E.P. TANK AND 500g LIFT STATION WITH AX20 POD AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH -OF 13.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 13.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. -- _ INSTALLED 500g LIFT TANK WITH AX20 POD Z AND DOUBLE CLEAN OUT / UPGRADED DRAIN FIELD / bye �,y1 20LF x 5.0'W x 2.0'ED x 6.0'TD TH-1 WITH CO AND MT AT EACH END y1 M \Q �, 'til INSTALLED 12509 S.T.E.P: TANK /.F�"� </ I PLACE R.I. OVER ANY PIPE LOCATED UNDER DRIVEWAY / 7C4 * 1rJ' 3Pi r 106.2"Z-;- RE\/ B y �� /OUSE � / \ (E) DECOMMISSIONED 2000g HOLDING TANKS 6z PER CODE / *WELL (E) X700 -/i/ i s i *WELL (E) \`'Tz iNOTE: WELLS ON LOTS 11, 12, AND 13 �iy \ / �� / �° / 7%�/ TO BE STAKED BY A REGISTERED lb j h ND SURVEYOR rr- {Y / <o w / w A B ABBREVIATIONS W / _ W Ti 87,9 64.8 TH TEST HOLE W_ T2 83..3 61.7 BR BEDROOM /MH1 82.0 60.8 (P) PROPOSED (E) EXISTING MH2 55.8 60.0 CO CLEAN OUT NO. C01 57.2 59.1 MT MONITOR TUBE NO. CO2 57.3 51.3 TYP TYPICAL MTI 51.8 TD TOTAL DEPTH / - CO3 38.01 38.3 ED EFFECTIVE DEPTH MT2 37.8 3 F WIDTH , I ER FEET NOTES:PANNONE ENG SVC, LLC OF A 1 UOte RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 .� '��"•" �,gSll' 02/23/n PHONE (907) 272-8218 FAX (907) 272-8211Sc' Ie 50 ....... ... .. ... P.I.D. NO LAKE RIDGE TERRACE, BLOCK 2, LOT 12 1051-315-15 JOE & DORALEE STANCIL 2S eV CEW8149 no.e �ff NO. I AC'• REV, 01/25/1) _• �� OSP151185 15041 LAKE RIDGE DRIVE tt) s PLAN EAGLE RIVER, AK 99577 �� .......•.. Sheet ll�� OFEsr 2 OF 4 -13._ NO GROUNDWATER 5/29/15 o� 80 i z 0 o� 0 0 0 ZQ a N EL. 102.0 " 0 J 1 11 �ELL.97.4 1250g S.T.E.P. TANK SECTION zw 0 w m r NO. BEDROOM: 4(600 gpd) m �. o o rc RAIN RIPK a 0 z a a AB OVE PE INV 0 o, 0 4" 0 RAIN PIPE 0 a 0 u u s SOIL RATING: 6 GPD/SF 3 u (P) PROPOSED n n n FII TFR FARRIC n n I 20.0' PROFILE 2.0 104.0 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1250g S.T.E.P. TANK ABBREVIATIONS AND 500g LIFT STATION TH TEST HOLE WITH AX20 POD PERC RATE: 1-5 MPI BR BEDROOM SOIL RATING: 6 GPD/SF (P) PROPOSED AREA ROD: 100 SF (E) EXISTING SYS. TYPE: WIDE TRENCH 2.0'ED CO CLEAN OUT NO. RF: 0.70 MT MONITOR TUBE NO. MIN LENGTH: 14 LF TYP TYPICAL TO TOTAL DEPTH USED EFFECTIVE DEPTH 20 LFx5'Wx2.0 E.D., 6.0' TO W WIDTH W TOTAL AREA: 143 SF r LF LINEAR FEET NOTES: �•1 PANNODNE7 EN SVANCHORAGE�C, 995LL10 PHONE (907) 272-8218 FAX (907) 272-8211j .���� �� .F•A�gs�l� g�p ...... .... ... / `?teven'R,'Pannone �.•. CE 8149 x j �1ij� oi>s"�� Date 02/23/17 RECORD DRAWING ! Scale 50 LAKE RIDGE TERRACE, BLOCK 2, LOT 12 JOE & DORALEE STANCIL 15041 LAKE RIDGE DRIVE EAGLE RIVER, AK 99577 I.D. NO 051-315-15 PERMIT NO. OSP151185 } DESIGN DETAILS Sheet 4 ADVANTEX DESIGN ADVANTEX 24" - PAS SIVE AX20 POD\ INSULATED AIR a RISER, VENT 1.25'X4" REDUCER / I CONNECT TO 1.25" SOLID PIPE FROM 1250g S.T.E.P. TANK SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION 10 GAUGE 500 GALLON ANCHORAGE . TANK LIFT STATION Date NOTES: P MON 7 ANC ANCNG HORAGE, 995L10C (�G OF•AGgsll' 02/02/16 FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /�tp�p f9+, Scale NTS %""' "� P.I.D. NO LAKE RIDGE TERRACE, BLOCK 2, LOT 12... j 051-315-15 ♦}. JOE & DORALEE STANStevena CIL CE 8149 '�/ N0 I -V,, Rcv 01/25/n r� Sheet 15041 LAKE RIDGE DRIVE tt)�'OSP SITE SECTION EAGLE RIVER, AK 99577 ,�\`\\ p`pi+p`� Sh4eOF 4 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: OSP151185 Tax Code Number: 05131515000 Work Type: Septic Upgrade Permit Effective Dates: July 07, 2015 to July 06, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: LAKE RIDGE TERRACE Site Legal Address: LAKE RIDGE TERRACE BLK 2 LT 12 G:0653 Owner/Address: STANCIL JOE & DORALEE 15041 W LAKE RIDGE DR EAGLE RIVER AK 995779261 Site Mailing Address: 15041 W LAKE RIDGE DR, Eagle River Lot Size in Sq Ft: 25119 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing Received Issued By -71 By: Date: —lr� j Date: Municipality of Anchorage Ment S ti� F a°' N epartment i **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV151066 COSA#: Permit#:OSP151185 PID#: 051315-15 Legal Description: Lake Ridge Terrace, Block 2. Lot 12 Engineer: PES Applicant: Joe & Doralee Stancil Your request for a waiver of the required 100 feet horizontal separation from the absorption field.and septic tank to the private well on Lot 12 has been approved. The approved separation distance is 68 feet. Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the, private well on Lot 13 has been approved. The approved separation distance is 85.0 feet. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. El Adjacent properties are not affected by this waiver. ......................................... NON ... ..................... ..........I. Waiver is Granted: X Waiver is not Granted: Date: T� Approved by: arr of Reviewer .............................................................................1 Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 httu://www.muni.or-/Onsite Development Services Division On -Site Water and Wastewater Program Dent S 10 F y epartment **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV161065 COSA# Permit# OSP151185 PID#:051-315-15 Legal Description: Lake Ridge Terrace, Block 2. Lot 12 Engineer: PES Applicant: Joe & Doralee Stancil Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the private well on Lot 12 has been approved. The approved separation distance isXfeet. s .bw +}ed �,, ins ec-kvo a 5�n - See revised wawe. net no P «p rr. Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the private well on Lot 13 has been approved. The approved separation distance isW.0 feet. `I5,C) -C-jee revlSad w�A nQ°lTA° � s kvilied Wiih uwPeci on or -t. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: Approved by: arae of Reviewer ............................................................................. MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION MITTAJ 651•-315'-15-060 JUN 17 2015 L 5n 345 q5 GrQtch Parcel I.D. `- n — eq1 Stuller Property owner(s) Joe & Doralee Stancil Day phone Mailing address 15041 W. Lake Ridge Drive, Eagle River, AK 99577 Site address 15041 West Lake Ridge Drive Legal description (Sub'd., Block & Lot) Lake Ridge Terrace, Block 2, Lot 12 Legal description (Township, Range & Section) Lot Size 25,119 Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field ❑x Septic Tank ❑X Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑X (w/wo ADU) Upgrade FX]Duplex (D) ❑ Renewal F-1Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST F( Well to Septic certify that the above information is correct. I further certify that this is in applicable Municipal Codes. Permit/Rush Fees: J`�0 I' Waiver Fees: Date of Payment: 16,17115 Date of Payment: (Oki 115 Receipt Number: 0gteg16 Receipt Number: [1�55gC� Permit No. Waiver No. uoc Permit App_-.;.::'-.Ic: Pannone Engineering Services LLc. Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@oaneneak.com June 16, 2015 Subject: Lake Ridge Terrace, Block 2, Lot 12 Septic System Permit Request Design Narrative This is a design narrative for a permit to install a new well and septic system to be issued for this property. The proposed systems will serve an existing four (4) bedroom house. Currently the lot is developed,, and the house is served by a holding tank. The proposed system will utilize a 12508 S.T.E.P. tank, that pumps into a 500g lift station with an AX20 pod where recirculation and treatment will occur, with a drain field based on CAT III. This lot and the surrounding developed lots are served by private wells. The well on this lot (Lot 12) is located 68.4' from the proposed drain field and 74.8' from the proposed 12508 S.T.E.P. tank. the well on Lot 13 is located 85.1' from the proposed drain field and over 100' from the proposed tank and lift station. See waiver request. The remaining Surrounding wells are located over 100' from the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by Pannone Engineering Services in May of 2015, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 13.0' below the surface in the test hole monitor tube in April of 2015. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 6 gallons/day/square feet should be used for a CATIII wastewater system in the area of these test holes. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography slopes from the northwest to the southeast at approximately 3%-5% in the area of the septic system. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 5. 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 this or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@oanengak.com June 30, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Lake Ridge Terrace, Block 2, Lot 12 Private well to Septic System Waiver Request Ladies and Gentlemen: I am writing to request a separation distance waiver between the existing Private well on Lake Ridge Terrace, Block 2, Lot 12 and the proposed septic tank, lift station, and drain field on that lot from 100' to 68'. 1 am also requesting a waiver from the well on Lake Ridge Terrace, Block 2, Lot 13 to the drain field on Lot 12 from 100' to 85'. PES was unable to locate a well log for this property or Lot 13. The static water level of the well on lot 13 was reported as 59 feet below ground level in August of 2014, and for reference the well on lot 11 was found to have a static water level of 36 feet, both at approximately the same elevation as the surface of the lake. The ground water in this area typically flows from the west to the east. The well is located 68.4 feet southeast of the proposed drain field and 74.8 feet south of the proposed S.T.E.P. tank. The proposed tank will be further from the well than the existing holding tanks, and the CAT III wastewater system will improve the quality of the effluent leaving the drainfield. As outlined under 18 AAC 80.020 and 18 AAC 72.021(a), I have calculated the following points: Lot 13 Well to Seotic Svstem Distance from sewer system bottom to groundwater - 5.4 Soil sorption below sewage system 3.0 Soil permeability below the system 1.5 Water table gradient 0.0 Horizontal separation 2_4 Total Points 12.3 Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Lot 12 Well to Septic Svstem Distance from sewer system bottom to groundwater 5.4 Soil sorption below sewage system 3.0 Soil permeability below the system 1.5 Water table gradient 0.0 Horizontal separation 1_7 Total Points 11.6 "The sum of the above values could equate to the following conditions: 8-12 "Contamination is unlikely from bacteria but could be possible from chemicals or virus." If the fact that the worst was assumed for a water table gradient which is unlikely case, it is in my opinion, this waiver request meets the above criteria for approval and does not constitute risk to health. I hope the above information will assist you in determining that the waiver should be granted. Please contact me if you have any comments or concerns. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: -Site Plan Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 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. SCOPE OF WORK: INSTALL NEW 1250g S.T.E.P. TANK AND 500g LIFT STATION WITH AX20 POD AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 13.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. 1F AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 13.0 FEET BELOW .EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. UPGRADE DRAIN FIELD (P) 20LF x 5.0'W x 2.0'ED x 6.0'TD WITH CO AND MT AT EACH END / �MT M / , M �O) S 'P/ ts �� ,\O 85.1 q I 9 F Zi i INSTALL 500g LIFT TANK (P) i WITH AX20 POD AND DOUBLE CLEAN OUT w� J_� TH-1�INSTALL 12508 S.LEP. TANK PLACE R.I. OVER ANY PIPE LOCUNDER DRIVEWAY F P� 1 i 4 74.8 F URE ADDN 3 _ (P) HOUSE -WELL (E) E) V 11 DECOMMISSION 20008 HOLDING TANKS (E) PER CODE -WELL( PRIMARY SEPTIC SYSTE NO. BEDROOM: 4(600 TANK SIZE: 1250g S.T. AND 500g LIFT STATIOI, WITH AX20 POD PERC RATE: 1 -5 MPI SOIL RATING: 6 GPD/SF AREA ROD: 100 SF SYS, TYPE: WIDE TRENCH 2.0'ED RF: 0.70 MIN LENGTH: 14 LF *WELL (E) _ LOT USE: 20 LFx5'Wx2.0' E.D., 6.0' TD TOTAL AREA: 143 S� 11 11 NOTES: CONSTRUCTION PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 LAKE RIDGE TERRACE, BLOCK 2, LOT 12 JOE & DORALEE STANCIL 15041 LAKE RIDGE DRIVE EAGLE RIVER. AK 99577 ...�... .... ... P.I.D. NO Steven R. �NO. ......... � / Sheet 1185 *NOTE: WELLS ON LOTS 11, 12, AND 13� ,TO BE STAKED BY A REGISTERED ya LAND SURVEYOR_ _ \ ABBREVIATIONS TH TEST HOLE W�� ! _ BR BEDROOM (P) PROPOSED (E) EXISTING CO CLEAN OUT N0. MT MONITOR TUBE NO. 41 TYP TYPICAL J TD TOTAL DEPTH ED EFFECTIVE DEPTH W - WIDTH LF LINER FEET PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 LAKE RIDGE TERRACE, BLOCK 2, LOT 12 JOE & DORALEE STANCIL 15041 LAKE RIDGE DRIVE EAGLE RIVER. AK 99577 ...�... .... ... P.I.D. NO Steven R. �NO. ......... � / Sheet 1185 1 SOILS LOG - PERCOLATION TEST TEST HOLE SLOPE SITE PL ORGANICS! 1 OR/OL ORGANIC SILTS / ///w��� 2 /TH-1 3 / 4 M� s \r X TH / 7 9 GM/ SILTY SAND AND "/A —_ / O FUTURE SM GRAVEL 60 F � 10 HOUSE , u (E) 12 13 LL E / BOH WAS GROUND WATER SLOPE 14 -ENCOUNTERED? N 15 IF YES, AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 5/29/15 19 READING DATE CLOCK MATER DATE PERFORMED: 5/14/15 z 12:00 10 MIN 8.42 2.70 a 12:10 10 MIN 8.49 2.77 s 12:20 10 MIN 8.47 2.75 PEROLATION RATE 3.6 (minfinch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by JR's SEPTIC PUMPING. Prec hole was presoaked. Test run for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC ;-�OF A \\l Date FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 J (�• x.kk .6.0 6/30/2015 PHONE (907) 272-8218 FAX (907) 272-8211 ig�P �y++ Scale 4 NTS ....... . ... .. P.I.D. NO 1 LAKE RIDGE TERRACE, BLOCK 2, LOT 12 -315-I5 JOE & DORALEE STANCL �� S'te'ven R. ann ne / PERMIT NO. '�P f. CE 8149 ..��// 15041 LAKE RIDGE DRIVE OSP141185 � � _ SOILS LOG EAGLE RIVER, AK 99577 (�<%FROFESSION-' Sheet 3 TIME NET TIME LEVEL READING NET DROP 1 5/14/15 11:50 --- 5.72 -- 3 12:00 -- 5.72 --- a 12:10 --- 5.72 --- ADVANTEX AX20 POD °-. yer-TT3 ADVANTEX DESIGN 24" INSULATED 1.25"X4" REDUCER CONNECT TO 1.25" SOLID PIPE FROM 12508 S.T.E.P. TANK SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION M,11110 NOTES: PANNONE ENG SVC, P.O. BOX 100217 ANCHORAGE, AK PHONE (907) 272-8218 FAX (907) LLC 99510 272-8211 CONSTRUCTION LAKE RIDGE TERRACE, BLOCK 2, LOT 12 JOE & DORALEE STANCIL 15041 LAKE RIDGE DRIVE SITE SECTION EAGLE RIVER, AK 99577 PASSIVE AIR VENT 10 GAUGE 500 GALLON ANCHORAGE TANK LIFT STATION *: 4 Steven R. r P CE 8149 s 1, lF4?r^, ..... •.:; 5I, NTS P.I.D. NO 051-315-15 'ERMIT NO. OSP141185 3 O 3 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND JOSEPH E. STANCIL JR. & DORALEE A. STANCIL THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 1 Day of JULY of 2015 by and between Joseph E. Stancil Jp,. and Doralee A. Stancil herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as Advantex located at (legal description). Lake Ridge Terrace,- Block -2 -Lot -12- 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the daze of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AW WTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain -an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AW WTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AW WTS service and maintenance provider =roved by the municipality and the manufacturer of the AW WTS for the entire term of the AW WTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s}, (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will act occur without a new Certificate of On -Site Systems Approval. W 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER; E. Sta9fil �� mint name) STATEZSF`ALASKI----- ) ss. THIRD JUDICIAL DISTRICT ) Date: Date:ll.� The f9regoing instrument was acknowledged before me this / qday of 20�, by OO7q-&�moi 9%3/!l�I LosCEK Notary - al Seal (_ Public TemaenM. Woscek NOTARY PUBLIC FOR ALASKA stale of Alaska My Commission expires: 09fSlocts" commission8120303Ex'res09/1512015 MUNICIPALITY: By: (signature) Date: name) Title: y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ] ��� �� 1/ PHONE ❑ NEW XUPGRADE MAILING ADDRESS Lel: /O ` ` I veo 017Ci / CI00 LEGAL DESCRIPTION � lfi kE /.l t/y� c c /��' /� � 1,9 �+ LOCATION Iv NO. OF BEDROOMS l�% E S / 91()zc A! E Well Absorption area Dwelling PERMIT NO. Uy DISTANCE TO: Q Manufacturer ,r, t r .' — Mee _ No. of compartments 1F F, N J Cr ,17 Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth OJWell z DISTANCE TO: �` j Dwelling 0 1 PERMIT NO. �' (p 02< ZF Manufacturer , Mater'al E Liquid capacity in g lions 06h O Well Foundation Nearest lot line PERMIT NO. w i DISTANCE TO: j 1 z No. of lines Length of each line Total length of lines Trench width Distance between lines P z w inches Top finish Material beneath tile Total effective absorption area ccF of tile to grade 0 inches Length Width Depth PERMIT NO. LU a Q F Type of crib Crib diameter Crib depth Total effective absorption area c. a W WWell V) DISTANCE TO: Building foundation Nearest lot line J Clas v .1E Depth ,,,Z Driller C�� L� !� Distance to ©tine PERMIT NO. , .T.��, W DISTANCE TO: Building foundation Sewer line 3,) Septic tank j Absorption area(:) OTHER PIPE MATERIALS Qis7- lRoff l8gs%e, 0 o SOIL TEST RATING �/ r'V A IN INSTALLER REMARKS %Ein r C E Fi9/I /VG E - fxlI G0 O ly G E T n o / ©p- ir�k� � // / / !.E f c?�c/ / 7z *Z<_ 71_41Yh 7 // P AE /E ! t L" kfY Aellve, p o LC avl /r/ k/ijee AP�ED��� LEGAL %lam t /DATE �_/. _ I l LJ t-4 T Q I F -=' F=l L_ I -I ps' Cd F 6= r4 C -"Ci Pf 0:3 E—=DEPARTMENT HEALTH AND ENVIRONMENTHL .`` ,'_ATE' :TIS � •d n^ TOLD .825 .', STREET: ANCHORAGE.- AK. 9 111J- 264-4720 PERMIT NO. 830-799 ) APPLICANT JERRY MERR I LL. BOX 1097 WILLOW 99688 495-64.60 LOCATION LOWER FIRE LAF%:E LEGAL LA :ER I DGE TERRACE L12B2 LOT SIZE 999999 SQUARE FEET T'VPE OF SOIL ABSORPTION SYSTEM I S : POW MA,.' I N1UM NUMBER OF BEDROOMS IMS SOIL RATING jf. S ! FTr'BR' = 600 THE REQUIRED SIZE OF THE -OIL ABSORPTIONSYSTEM IS: E. -o F=' Tg-iI a -d r3P' a"""°E_I._ THE LENGTH DIMENSION I P THE LENGTH < I Nd FEET) OF EACH SIDE FOR A-r_:EPAGE PIT. THE DEPTH OF A TRENCH OR FIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTT=OM OF THE EXCAVATION IN FEET:. THE GRAVEL DEPTH IS THE MINIMUM CSE PTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION ON(IN FEET:. FR RE C- U I F=° E—= CN � = -IF 5-4 I PERM i T APPLICANT HAS THE RE PON- I B I L I TY 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. 3E I"-4 "_. F=" F� a::= -F 3E (_6 l"-4 a F=� F_ A ® U F=° F-- E -fl BACF::F I LL I NG OF' ANYSYSTEM WITHOUT FINAL INSPECTION ANC:' APPROVAL BY THIS DEPARTMENT k!ILL BESUBJECT TO PROSECUTION. MINIMUM DI_,TANdCE BETWEEN A WELL AND ANY ON-SITE -E1.4AGE DISPOSAL _,'T _TEM IS -1 00 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINdIMUM DISTANCE FROM A PRI%'ATE WELL TO A PRIVATE =EWER LINE IS 25 FEET AND TO A i=Oi''IMUNdITY =EWER LINE I- 75 FEET. OTHER REQUIREMENTS NA`•r' APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F--,E=_-FA--1 A -IF I = - 1_::�4 �= I CERTIFY THAT J.: I AN FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE _EWERS AND WELLS AS SET FORTH BY THE MUNdICIPALIT'T OF ANCHORAGE. 2: I WILL INSTALL STALL THE SYSTEM IN ACCORDANCE WITH THE CODES. : I UNDERSTAND T HAT THE ON-SITE _EWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN _. BEDROOMS. SIGNED ISSUED r17 -4_z, gj © �Oo T c esl 1 V,e cue I k— 7D m !3-i n t -e -i-70- n CAP— (,Q�yi YGi.G? �3'aYY( c-e—s J ev l j0 r't rn`+ e" ✓ p� v�h 1p f�+-� e� f • pn tom' V4. 0 ��nc.�2�ecL I'i GR' 'TER ANCHORAGE AREA BOROL d HEALTH DEPARTMENT NO 227 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 w INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION- SEPTIC OCATION SEPTIC TANK: MAILING ADDRESS� J/i`f� /` PHONE lCC('DI DTI(1tJ NUMBER OF DISTANCE FROM WELL—MATERIAL ,. COMPARTMENTS �bvf/) blAer!l?ve /?/c7 LIQUID LIQUID CAPACITY GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH. SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETEROR WIDTH A! LENGTH— / DEPTH ` LINING MATERIAL/ DISTANCE FROM WELL p /, BUILDING FOUNDATIONt` , NEAREST LOT LINE / s TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ��tf SQ. FT. TILE DRAIN FIELD: DISTANCE F/OM WELI NUMBER O LINES_ CE BETWEE LINES FT. LENGT -Of- L NEARE OT LII _TRENCH W TOTAL LENGTH OF LINES NOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL'Y'l�!F9� DISTANCE FROM WATER TYPE DEPTH , BUILDING FOUNDATION. SAMPLE , NEAREST NEAREST SEPTIC Q SEEPAGE � - ` _ OTHER , SEWER LINE TANK SYSTEM LOT LINE CESSPOOL SOURCES_ DIAGRAM OF SYSTEM DATE ( P L L r o? APP GREATER AI�CI�ORAGE_ `AREA i. JROUGR Case No.1L GAAB-H D-2' HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT ✓PHONE NO�" -W) LL NAME OF APPLICANT �, li�aLi MAILING ADDRESS RESIDENCE ADDRESS LOCATION OF INSTALLATION LEGAL DESCRIPTIO APPLICATION TO INSTALL: SEPTIC TANK ` , v :PAGE PIT '-- , DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY L12 FINANCED THROUGH TO BE INSTALLED BY Itz�.� /% PERCOLATION TEST RESULTS � ,v" ��')/ vu;-ANTICIPATEO DATE – OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS 212Z—'_L 'l='`_ , PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED % r � .� n�%��d . SEPTIC TANK SIZE L TYPE SEEPAGE AREA n-nnnnnn nL PVOTGI1ll DISTANCES: Health Authority G TYPE �` I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. 7// _...n„nnnrrn nlCnlnTIIQC H�:ALTIN DF rjklOLE c7R-,;ET 11 -f'orme'd For -ES -On LefOl De-scription: L�t D. - Reports a, Dep-th -b '- - 1 4 'ics Was Ground Wat(I' E,nr-ountered?..6-b.-- 1f 1`est Net DrOP, me� DenzIn' TO Drain ol #'6T ..6,K.e+.m,=.a,., )' �..aawnr�.n.wwnos+w'mv' .. kk OT- kk 5. LEGAL DESCRIPTION DAfERECEIVED INSPECTION APPOINTMENTS e Terrace Sub. TIME - TIME C, ,OACAL�LD T.KAM 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS DATE DATE DAT ❑ Two ❑ Five ❑ MULTIPLE FAMILY ® Three ❑ Six INSPECTOR INSPECTOR INSPECTOR * ATTACH WELL LOG. A well log is required for all wells drilled QA ks \ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 • ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER PHONE Jerry & Pat Merrill 495-6460 MAILING ADDRESS t Box 1097, Willow, Alaska 99688 PROPERTY RESIDENT (If different from above) E PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/ GENT PHONE MAILING ADDRESS n - 5. LEGAL DESCRIPTION Lot 12 Blk 2 Lakerid e Terrace Sub. STREET LOCATION Lakeridge Drive 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS ❑ One ❑ Four ❑ Other D SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY ® Three ❑ Six 7. WATER SUPPLY - :FL7 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.) 8. SEWAGE DISPOSAL SYSTEM g INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) \ v Lb L(. �c� G l� Y ce �Cz �l� THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER of BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM v4 ❑INDIVIDUAL/ON - ITE Co seidiect PE MIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size:. 100 6 If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank c jAbsorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS es v ❑ APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) DISAPPROVED DATE �j � - S -- U t- BY v C Lb L(. �c� G l� Y ce �Cz �l� a ALASKA uUIROWnTAL COnTROL SCHUIUS, InC. Cngineerinq & 6nuironmenlal Studies MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH t': May 17, 1983 ENVIRONMIINTAL PROTECTIOR ` 2 Mr, Jerry Merrill Box RECEIVED Willow,ow, Alaska 99688 Dear Mr, Merrill: On May 13, 1983 Larry Montgomery and I inspected the sewer system located on lot 12, block 2, Lake Ridge Terrace, Eagle River for the purpose of determining where a soils test could be made for a replacement system. We determined that even if the well were moved, it would be impossible to get an on-site system on this lot. Therefore, we recommend that a holding tank be installed on this lot. Sincerely yo , Le oy id r „ PhD, P eident 1200 West 33rd Auenue, Suite B 9 Anchorage, Alaska 99503 • (907) 276-1361 1/.�n\ N f'\ EXCAVATION WORK U REMAX of Eagle River ATTN: Darlene Nicolayson P.O. Box 848 Eagle River, Alaska Dear Darlene, ROBERT A.SHAFER CIVIL ENGINEER 694-2979 October 20, 1982 MUNICIPALITY OF ANCHORAGE DPD -f C" , i T. 2 ENVIR��iL,.:f,.A.. ,..U,=TION 11982 RECEIVED Reference: Lot 12; Block 2; Lake Ridge Terrace Subdivision A sewer system adequacy test was performed on the system located on the referenced property, as you requested. The septic tank was pumped and verified to have a capacity of approximately 1,000 gallons. The seepage pit was charged with 900 gallons of fresh water, and after a period of 24 hours, approximately 300 gallons had percolated out of the crib. It can be concluded from this test that the waste -water disposal system serving the residence located on this property is currently functioning adequately for approximately two bedrooms. The septic tank appears to be adequate for three bedrooms; however, the .seepage pit did not provide sufficient percolation for more than two bedrooms. This system, though appearing to be functioning adequately, cannot be guaranteed against further deterioration. If we may be of further service, please do not hesitate to contact us. Sincerely, fiROBE T A. SHAFER, $,::E, AS iga cc: Municipality of Anchorage Environmental Health Department SRB 196X EAGLE RIVER, ALASKA Jerry an(I Pat ?Ier.rill 13o.. 1097 `•d].l lOc�; � ilc sl�a t'Ct lar,'tti Slub1cct: E;ol, 1.2 n:loO1 2 .Tulle 29, l f''2 Sub. 1 j; S;::e]_ r{l :`7e 'i'F?Yrlr, r_'- ..]#.l i?. Mproval or the inC ivi(lllal_ .� r, ,,C?r and water r"i1C'!_).l"tiOC ', cannot }?E3 C'`r3'P_U :i until the Ir.011owinn 1.t£_=:-t:� 1? aVf? been Corr.*)lete(1: mhe t: titer analysis report na CA,5 to be :;l.l::rle:itt(--.(1 r".o VG)i of icy: `r_ovi the t TCi;I 1.;a1), 5633 13, 1 -or Our rovield. n t—(�-re xpos < t:l1e 4•,TCxii Eor our insv cti On to (let 'r'. nc, T`)rarpo "C�L>TZatxuCilC?1Ze 11ry0tG ]_a1 lal^ '1]fi1T1.lf!l C1]Si IT7C jnr U %"1C.'.t }�6±'C.i'S F,?C71 S_;Ze Well c'ill�) sewer �7 r�'t. �.`"ls �^� The€ pt is tanj-, tau=� pecl v;i ti"3. a receipt Sr]',')mittefl to i•.'' ll t n %3 C1,••^C.}uiaCy test !Z<sCsri E.G i�F f>rz'_rfor":TC'.C1 on tlZP £,;'?;i�i'�-]"nt1 l.eac111rar? .lr* �° 1 __ . TIA9 .. T�=c1 i�iC77`lal- t.andards. �.. lj^^,tl. Tim G% a.�C'E"#Ll_it:' c1CCOrcl1'^C� i -t;+ < ,- nil.=, YE?'JC)2% ?")rivat e f.irTI'.S -pp fo f..,,ingi tbo test is enrlos .J. _l.. a. r. X)C:C'_C�^ tD �'`' �ubllli"i�i,s}<}. to tjj.,l5 Gs'3"C ':�hY' Gl1P "•'t::i.t-:4Ie l l Tr' 't:l;.]. i Sl Cz r?a '�"traer, F'Cir r'4'':r'"r speeti,011 t: 711! -iii t".i10 r_Gt' .y �_ '? any noted Cl]sC"ijaZCies have he r CGlr?Ctea. are rUrthHr C;IIF.'. '�1.C)1ZSr r1g '_ Csal.l i-1Ti€; OT'j,Cn c'1 -t 264-47 0. Sincer€l.y, 11 a {!i C. Pratt 15.x- oci;. Ite ,` vIvirCZnmeniral. Specialist sf TzPi 5S IT? 117 T{ Enclosure Ou 50 (� )t"; e�`' . d A�=. - ✓ "� d— . obi Sa -S-� F: