HomeMy WebLinkAboutLAKE RIDGE TERRACE BLK 2 LT 4Lake Ridge Terrace Block 2 Lot 4 #051-315-23 MUNICIPALITY OF ANCHORAGE On-Site Water&Wastewater Program .a„�`.. PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone: (907)343-7904 Fax:(907)343-7997 " = ; http://www.muni.org/onsite t,_I Ih•partnncnt On-Site Wastewater Disposal System Permit Permit Number: OSP191079 Effective Date: 6/5/2019 Work Type: Septic Upgrade Expiration Date: 6/4/2020 Tax Code Number: 05131523000 Site Legal Address: LAKE RIDGE TERRACE BLK 2 LT 4 G:0653 Site Mailing Address: 18226 JAMES WAY, Eagle River Owner: EISBERG DEAN P & CARLA J Lot Size in Sq Ft: 25356 Design Engineer: CREWDSON ENGINEERING, LLC Total Bedrooms: 3 This permit is for the construction of: 0 Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A test hole is required prior to construction of the subsurface drain to confirm minimum 4 ft separation to impermeables and minimum 2 ft separation to groundwater. If results require a design change, construction shall stop pending Onsite review and approval of a change order. Please submit test hole with inspection report(or change order, if required). 1 6-5- Received By: AN Date: t°1 Issued By: rAn__ __ ___ //_I Date: �o© p -‘pcft Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orglOnsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW **** • Waiver#: OSV191010 COSA#: Permit#: OSP191079 PID#: 051-315-23 • Legal Description: Lake Ridge Terrace Block 2 Lot 4 Engineer: Crewdson Engineering Applicant: Dean Eisberq Your request for a waiver of the required 5 feet horizontal separation from the septic tank to the property line has been approved. The approved separation distance is 1.0 feet. In addition, your request for a waiver of the required 10 feet horizontal separation from the septic tank to the foundation has been approved. The approved separation distance is 0.3 ft. See engineer's waiver request and profile drawing for justfication. • This waiver approval applies to the proposed 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. Waiver is Granted: X Waiver is not Granted: Date: 6/5/// Approved by: fileee--4 Name of Reviewer **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Development Services Department -.44, Phone: 907-343-7904 On-Site Water & Wastewater Section —' Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-315-23 Property owner(s) Dean Eisberg Day phone 907-244-3114 Mailing address 19829 Samalga Circle Site address 18226 James Way Legal description (Sub'd., Block & Lot) Lake Ridge Terrace, Block 2, Lot 4 Legal description (Township, Range & Section) Lot Size 25,356 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 0 Initial ❑ Single Family (SF) E (w/wo ADU) Septic Tank E Upgrade H Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES,A WAIVER EQU ST FOR: -fang -}o �o and A+t r.\ 'an -to ro f e.r (ire J Multiple waivers: J Distance: °• 3di U2(-- 1 I certify thathe above information is correct. I further certify that this is in accordance with applicable ' unicipal Codes. 7----- )7 (-1--.) -I LI /i _ (Signature of property owner or authorized agent) Permit/Rush Fees: pl---/75.C' Waiver Fees: # 0202 5 Date of Payment: Date of Payment: Receipt Number: )3.5-9.Wr0 Receipt Number: Permit No. 091 .19 1 O Waiver No. 0 S V 1 9 1 0 10 (K-i_ ( Lj G:\Development Services\Building Safety\On Site Water and Wastewater\ rms\Client Forms\Permit Application.doc CSvlq/olb -cc l, t'80. db it q55 re-ruild r -1 or 6/5/1 y Crvwds.,on Eng!n erings..;4 c ,rr hJames"Jay"Crewdson, P.E. Email: CELLC.1@outlook.com Cell/Text: (907) 280-9493 Fax: (907) 688-2295 vkTCr4 Civil&Environmental Engineering June 5, 2019 Onsite Reviewer Municipality of Anchorage On-site Water&Wastewater Program 4700 Elmore Road Anchorage,AK 99519-6650 Reference: Lake Ridge Terrace, Block 2, Lot 4 Septic System Upgrade Design Narrative and Separation Distance Waiver Requests The owner of the 3-bedroom home would like to replace the existing septic holding tank with a new BioMicrobics BioBarrier 0.5 Membrane Bio-Reactor (BB-MBR) advanced wastewater treatment system. There is very limited space available on the property to place a septic system, and is most likely only possible using a BB-MBR with horizontal separation distance waivers. In an effort to maximize the distance from surface water(Lower Fire Lake),the proposed septic tanks will be located in a 7-foot wide strip of ground between the east side of the house and east property line and the subsurface drain will be located north of the northeast corner of the house. Given the local topography,this location will provide a travel path to surface water greater than 100 feet. The proposed design requires septic tank separation distance waivers to the foundation and property line, which are requested later in this letter. The septic tanks will be insulated on the top and all sides/ends that are not next to the house with 6 inches of rigid foam board insulation,and covered with 6 inches of soil on top. With insulation roughly equivalent to 6.5 feet of soil and the relatively warm house wall in close proximity to the uninsulated side of the tanks,they will be warmer than a typical uninsulated tank with 4 feet of cover located out in the yard. The subsurface drain is located between the northeast corner of the house and north property line. The location satisfies all required horizontal separation distances and does not need a waiver. The subsurface drain design is based on a test hole(attached)that was completed by Anderson Engineering for the septic system serving the adjacent property. An additional confirmation test hole is required prior to construction to verify 4 feet separation to bedrock/impermeable. Design criteria for the proposed subsurface drain are shown on the Site Plan. Construction activities of any kind, including movement of equipment and stockpiling and/or excavation is not allowed on the adjacent property. Damage to tree roots extending across the property line from trees on the adjacent property is expected to be minimal to none because they would have already been damaged and/or removed when the subject PO Box 671389 • 18368 Amonson Road • Chugiak,Alaska 99567 Page 2 of 2 • Date:June 5,2019 Subject: Lake Ridge Terrace, Block 2, Lot 4 property's house was built in 2013, which at that time the excavation for the foundation extended up to the east property line. Given the very limited space to locate a septic system on the lot, the design was not able to satisfy all of the code required separation distances. However,the proposed design does provide an environmentally safe and reliable way to upgrade from being on a holding tank that is arguably better than an unmonitored conventional septic system. The following separation distance waivers are requested and justified: 1. Septic Tank to Foundation:0.3 feet a. Justification: Both septic tanks will be outside of the foundation soil bearing prism. See Detail 1 on the sheet titled "DETAILS NOTES LEGEND". 2. Septic Tank to Property Line: 1 foot a. Justification: The septic tanks are greater than 10 feet from any existing septic system and/or area that's likely to be used for future septic system upgrades. Although not part of this permit,the project also includes replumbing the house drain-waste-vent system to be exiting on the east side of the home. Please feel free to contact e if you have any questions. 0 Ja s"Jay' Crewdson, .E. ,......•:%-:•‘:, 44‘‘\v Lir- �I .7. '',:•4� THi( ••:, 6 . . 2. . . . . .. .'t / c• JamA. Crewdson � • i - '•, 011527 / �, II ,6 :c...6::e r ‘l ZOFESSCOt4:- ALLC 1 tal �G • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .James..Way.:.:.:.:.:•:.:.:.:.:.:.:.:.:.:.:.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Stairs. . . (Eli 1 �� -� � �41IYA-r— —��- iii-_ , .� Tele. N89°53'00"W 150.00' /► • `�� o , , • 4:� ,- Power Pole / _- Gate PostsON ,. . le / / / / / / I) • = • • LOT 5 DRAINFIELD of // // // // // // // / Irl ••• M o "CAUTION:BURIED UTILITIES / / / / / / / / / 710 'DRIVEN/A:Y.. C i C2 oTH1ANDERSON / / / / / / / / / \.,:, GM,DRY,1.4 MPI / / / / / / / / / / c ' P H1 / / / / / / / / / PP 11'+BOH TO / / / / / / / / / / I / _ 811^ H2 CONFIRM DRAIN TD / / / / / / / / / 1�► ae . / / / / / / / / / �',i ► 100' SUBSURFACE DRAIN / / / / / / / / / Stairs 0^51140 • • • • ••' WELL 1.4 MPI,50 GPD/SF / / / / / / / / / 6f. ' •' ' •• RADIUS REO'D AREA:9 SF / / / / / / / / / A�o/ 1'+SEE DETAIL 1 • USE:4.0'ED,0.5 RF,4'W x 2'L,TD:7.0' b / / / / / / / / / / d �1 F• 10'+HOUSE SD p // // // // / // // �/ �/ // � :: „ -- 10'+(E)DRAINFIELD SD 1 _ / / / I H1 5'+PROPERTY LINE SD I '. / / / / / / // �� 3 BR SFH / / / / / / / / / ■� BioMicrobics ERIE fief 0.5 MBR !' .;f" Infiltrator IM-SERIES TANKS p / / / / / / / / (see DETAILS page) / / / / / / / / IIIP O / / / / / / / / °p / / / / / / / / GRADE BREAK (n / / / / / / / / PROVIDE SHALLOW SWALES / / / / / / / / RUNNING NORTH AND SOUTH OF / / / / / / / / / THE GRADE BREAK TO ENSURE / / / / / / / / AWAY FROM THE C / / / / / / / °p b BUILDING AND SEPTIC TANKS / / / / / / / / / & WITHOUT CROSSING THE EAST E O r / / / / / / / / / p PROPERTY LINE G) / / / / / / / / / / A , 5 ) '/ // // // // // // IS/ / �' / / / / / / / / / / / / / / �. WATER- O / / / / / / / SERVICE ti / // // // // // // LINE 0 O / / / / / / / WELL / / / / / / // // // // // // // Lot 3 / / / / / / / / / / / / / / / / / / / / / / // // // // / // /�N7q°5 , fi/ // // // // // // / 00,x /55.25'/ / / / / / / / // / / / / / / / / / / / / / PLAN •/ // // // // // // // .//,//,// SCALE: 1"=30' Crewdson.Engineerjnig, wC Lake Ridge Terrace, Block 2, Lot 4 ___.46,.-4‘. ~;F AL.,/Xyl .cy & CE SEPTIC SYSTEM DESIGN /Arte.\P'• ��.-•717`ii SITE PLAN ;*;;;� - '� •.* �i ®James A.Crewdson : Ai `ksbQ. - Prepared for: '1F� 1� 27 P c C 5 i. / Civil&Environmental Engineering Dean Eisberg Date: 6-4-19 t�`�/ ' •�?"�f. l � 9Page: 1 of 3 Av-4 PRoFEssOkr•� PO Box 671389 Chu iak AK 99567 • celic.1@outlook.com Permit: OSP 191079 \vx��•~ Cell/Text'907-280-9493 • Fax:907-688-2295 ALL INFORMATIONSHOWN ON THIS DOCUMENT IS THE PROPERTY OF CRENOSON ENGINEERING.LLC AND SHALL NOT BE USED FOR ALLC#112279 ENGINEERING OR CONSTRUCTION PURPOSES WTHOUT WRITTEN PERMISSION PROM CREWDSON ENGINEERING.LLC MASONRY. SEGMENTAL RETAINING WALL 6"INSULATION COVERED WITH 6"SOIL EG IIIKI FM/MI/A MI F.I/ a __ ...... ,_ Infiltrator j 4.8' _:_ IMI SERIES SEPTIC TANK 0 FOOTING • DRAIN 0 i I 0.3'i I �i 0.3' F- 1L 1s DETAIL 1 SCALE:1"=5' NOTES LEGEND 1. All components shall be installed IAW MOA,DES and BMI requirement's. ABO Above Bottom Of 2. Construction requires Level 1 and Level 2 DES certified contractors. AMC Anchorage Municipal Code Level 1 contractors complete all required excavation,backfill,and placement/installation of tanks and B#-BB blower external piping. BB-BioBarrier MBR Level 2 contractors install all required septic treatment equipment,coordinate with the electrical BGL-below ground level sub-contractor and complete the BMI required system startup procedure. BMI-BioMicrobics Inc. 3. Level 1 and Level 2 contractors shall be MOA certified installers. BR-bedroom 4. The septic tanks shall be installed IAW the attached C#-cleanout "Infiltrator IM-Series Tank Installation Manual" DC-double CO 5. The minimum drain size shall be based on a flow rate of 150-GPD/BR DES-Denali Environmental Supply 6. All insulation shall be 25-psi minimum rigid foam boards IAW the code ED-effective depth 7. Piping between the house and first septic tank,between the two septic tanks,and between the second EG-existing ground septic tank and subsurface drain shall be insulated IAW the code and the following schedule: FC foundation CO Soil Cover Insulation Thickness Note: FG-finish grade >4' none required Insulation shall extend horizontally from the pipe centerline GPD-gallons per day 2'-4' 2" at least 2 feet beyond both sides of the pipe. GRW-groundwater 1'-2' 4" IAW-in accordance with 8. Required pipe insulation shall extend 2-3 feet minimum beAny excavation extending into the 1V:2H M#-monitor tube angle of influence line extending out and down from the bottom of the building foundation should be MBR-Membrane Bioreactor shored using Pro-Tec Equipment Aluminum Trench Shields,available to rent from NC Machinery,or an MH#-manhole engineer approved equal. MOA-Munic.of Anch. 9. Construction activities of any kind,including movement of equipment and stockpiling and/or excavations MPI-minute per inch are not allowed on the adjacent property.Any excavations that are sloughing enough to potentially MWL-Maximum Water Level cross the property line should be shored IAW note 8 above. OWL-Operating Water Level SD-separation distance SF-square foot SFH-single family home SNDF-Sand Filter ST-Septic Tank TD-total depth TU-Treatment Unit W/-with C____ Iffln Enginftring, LLC Lake Ridge Terrace, Block 2, Lot 4 „oz. •`kul .. t .AZ.,ikrli SEPTIC SYSTEMi.FoQ .� , DESIGN �•. ;9 �r CE DETAILS NOTES LEGEND �i . '� • James A.Crewdson Prepared for: f# 6;% ,�C11527 i illf Civil&Environmental Engineering Dean EisbergDate: 5-21-19 , `/4 b;as;19•� r PO Box 671389 Chugiak AK 99567 • cellc.1@out,00k.com Permit: OSP1191079 Page: 2 of 3 ��1,��•"`��� Celt/Text:907-280-9493 • Fax:907-688-2295 ALL INFORMATON SNOWN ON TMS DOCUMENT IS TUE PROPERTY OF CREIWSON ENGINEERING,LLC AND SHALL NOT BE USED FOR ALLC#112279 ENOINEER,No OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWOSON ENGINEERING,LLC 24"0 RISER&LID VENT/PUMPOUT OUTLET INSULATED(3 TYP) 4"0 PVC 4"0 PVC OPEN END • _ INLET/BAFFLE EFFLUENT LINE 4"0 PVC 72"MAX ABO TU \ DES SNDF 4"0 PVC 3'SAND INDEPENDENT 24"MIN DEPTH FLOAT STAND t /� r t f } BB 1,, I f4bs 4749I SaniTEE 47" MWL 38" BB TU ' 4;�� I ...13.0..�c I OWL �: .?:.....Ki,.� CONNECT T Lj + `�"yd' 1 1 1 7;' . SUBSURFACE DRAIN SETTLING ZONE TREATMENT ZONE Infiltrator® IM-540 TANK Infiltrator®IM-1530 TANK NOTES TABLE 1. BioBarrier®SUBSURFACE DRAIN 1. COMPONENTS AND EQUIPMENT SHALL BE IAW THE MOA"STANDARDS AND SOIL PERCOLATION RATE DRAINAGE RATE SPECIFICATIONS FOR COMPONENT PARTS AND MATERIALS USED IN (MIN/IN) (GPD/SF) CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS" 1--5 50 2. COMPONENTS AND EQUIPMENT SHALL BE IAW THE MOA BioBarrier®0.5 MBR 6--15 23 APPROVAL REQUIREMENTS 16--30 14 3. BioMicrobics®EQUIPMENT SHALL BE INSTALLED IAW BioMicrobics® 31--60 6 INSTALLATION REQUIREMENTS 60--120 3 4. Infiltrator® COMPONENTS SHALL BE INSTALLED IAW "Infiltrator IM-Series Septic 120-240 1.7 Tank General Installation Instructions"and "Infiltrator IM-Series Tank Buoyancy NOTE Control Guidance" 1. SIZE AND CONSTRUCT SUBSURFACE DRAIN 5. THE CONTRACTOR SHALL ACQUIRE ALL BioMicrobics®, Infiltrator®AND Denali IAW AMC 15.65.010 WIDE TRENCH AND Environmental Supply(DES)COMPONENTS DIRECTLY FROM DES UNLESS AMC 15.65.210.D2b WIDE TRENCHES USING EXPRESS PRIOR WRITTEN APPROVAL HAS BEEN ISSUED TO THE TABLE 1 DRAINAGE RATES CONTRACTOR cr'ewdson._j g1,ln jng,j,jj Lake Ridge Terrace, Block 2, Lot 4r�>>�"x\\ CE oBarrier 0.5 MBRle * � DETAILS i i 6j James A.Crewdson re Ec . C11527 pio Civil&Environmental Engineering Prepared for: Dean Eisberg Dat1l` I��OFESS� �,A. PO Box 671389 Chupiak AK 99567 • cefic.1@oLtlook.com k.Gom Permit: OSP 191079Page: 3 of 3 \����`—v Cel l/Text:907-280-9493 • Fax.907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CRENOSON ENGINEERING.LLC AND SHALL NOT BE USED FOR ALLC#112279 ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERIASSION FROM CRENVSON ENGINEERING.LLC MUNICIPALITY OF ANCHORAGE ._��xa�„1t, DEVELOPMENT SERVICES DEPARTMENT .��P-�F C'....A( �f�,1 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 Arc / 1, '�.. :. 49th ' ' til•• SOILS LOG — PERCOLATION TEST f t•;NICHAEL E. ANDERSON SIV LEGAL DESCRIPTION: LAKE RIDGE TERRACE BLOCK 2 LOT' 3 ��� '••. NO. CE-a38! §' PERFORMED FOR: JOHN JAMES ♦�+f,� SSI����•~ DATE: 7/21/201/4. PROJECT No.: -111awillt# J B Professional Engineers Stamp: PARCEL ID#: TECHNICIAN: DEPTH TEST HOLE 1 (feet) - 1 OB/OG SLOPE SITE PLAN 2 — 3 — .(' C7/1A j 5 ! SEE SITE PLAN o er/VU. 6 0 ; r !- i 8 U i 9 BOH@9' WAS GROUND WATER ENCOUNTERED? NO 1 _ IF YES @ WHAT DEPTH? S DEPTH OF WATER AFTER MONITORING: NAVE 11 DATE OF MONITORING: 7/31/11- 1 /31/IE1DEPTH To DATE READING GROSS TIME NET TIME' WATER NET DROP 13 (MINUTES) (MINUTES) I (INCHES} (INCHES} 14 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 9/25 1 1:53/2:03 10 1.50"/8.88" 7.38" 16 2 2:04/2:14 10 1.38"/8.63" 7.25" 17 3 2:15/2:25 10 1.50"/8.75" 7.25" 4 2:26/2:36 10 1.38"/8.63" 7.25" 18 5 2:37/2:47 10 1.38"/8.63" 7.25" 19 6 2:48/2:58 10 1.50"/8.75" 7.25" 20 1 PERCOLATION RATE: 1.4 (MIN/INCH) PERC.HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 3.0 FT. and 4.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E.ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 8/16/201/4 • MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT" made and entered into as of this 7ch Day of May of 2019, by and between Dean Eisberg,herein the "OWNER," and the Municipality of Anchorage,herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein,the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System(AWWTS), described as BioMicrobics BioBarrier MBR located at Lake Ridge Terrace, Block 2, Lot 4 (aka 18226 James Way), Eagle River, AK 99577. 2. Maintenance,Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory • condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s),replacement costs, and inspection costs. This includes an annual maintenance fee (typically$400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. ice. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction,maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the 1 AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: S1 ��.��Z (signature) Date: 7 May 2019 Dean P. Eisberg (print name) STATE OF ALASKA ) .rAQ • ��`v ) ss. vN• 2 ;� 0 v� THIRD JUDICIAL DISTRICT ) 7 • , T. � ; The foregoing instrument was acknowledged before me this day of 1WejSiecu � 20 � , by �))))6))))) NO ^AR 1 PUBLIC FOR ALASKA My Commission expires: _ My commission expires 20 May 2022 MUNICIPALITY: By: Cg9 (signature) Date: _ 5/21/1 RQk)eCC.k. Qf'O (print name) Title: _ (rev. 05/18/2018) Page 3 of 3 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131063 PID Number: 051-315-23 Dwelling: ❑fi Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: X New ❑ Upgrade Name: Dean Eisberg ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other Address 18226 James Way, Eagle River, AK 99577 Phone 907-244-3114 Number of Bedrooms 3 Soil Rating GPDISF Total depth from original grade Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Lake Ridge Terrace 2 4 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area Ftp Number of trenches Dist. between trenches Ft. Well TANK ❑ Septic ❑ S.T.E.P. M Holding ❑ Other Manufacturer Norwesco 40754 Capacity 3000 Gal. Surface water NA Material Polyethylene Plastic Number of compartments One (95" dia. x 109"H) Lot Line Foundation LIFT STATION Manufacturer Liberty Capacity 41 Gal. Curtain Drain Remarks Holding tank & related appurtenances Pump on level at 3.0 ;n. Pump off level at Pre -Set at FiN in. High water alarm at 3.5 in. were all installed inside the house. As such, separation distances on this form do not apply Pump make and model P382LE51 Electrical Inspections performed by Active Inspections Installer Extreme Plumbing to PIPE MATERIAL House to tank ABS Tdrai nnfield ltl Drainfield CO/MT Inspector MOA On -Site BENCHMARK (Assumed elevation) 306 It Inspection03/23/16 fs' dates: 2"a 3,a 41h Location and description 61.3573N 149.541 W = NE corner of building/slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Engineer's Stamp Not Required Approvlr�/awoDate inspection neperr a-i-iz.00c CU A 2016-011516-0 S Recording District 301 ANCHORAGE K A 03/2512016 02:56 PM Page 1 of 1 Title: Letter of Intent to Connect to Public Sewer "I, Dean Eisberg, owner of the residence at 18226 James Way, Eagle River, Alaska 99577, MoA Tax ID number 051-315-23-000, Lake Ridge Terrace Lot 4, Block 2, Plat P- 549 in the Anchorage Recording District, will connect to public sewer within sixty (60) days of it being made available to the property. Dean P. Eisberg 18226 James Way Eagle River, AK 9G Return to: Dean P. Eisberg 19829 Samalga Circle Eagle River, AK 99577 4' ®© Os v 00°06 L M„OO,LO.0s ° J ti v t W [ ,9'89 o p p P a � O 00�4pp� aniIp panod pasodw J -9 N TL 44 �� 0'6-M q oras o Lq 9 _ . o \ O N Quo e\. \•�\ -\`\ \� \ \ \� \ - \ \ �. \.. \ \\ oo E.- o`o cn ted cu 0 C, \ \ N V Y N CU�(n C� 'n6z oc �o IUDLU6sb3 411111(1 ,Ol 00'0 L M„OO,LO.OS Ln cy• a � 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: OSP131063 Tax Code Number: 05131523000 Work Type: Septic Permit Effective Dates: May 02, 2013 to May 02, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: LAKE RIDGE TERRACE Site Legal Address: LAKE RIDGE TERRACE BILK 2 LT 4 G:0653 Owner/Address: EISBERG DEAN P & CARLA J 19829 SAMALGA CIR EAGLE RIVER AK 995778708 Site Mailing Address: 18226 JAMES WAY, Eagle River This permit is for the construction of: N Disposal Field N Septic Tank Y Holding Tank N Privy Lot Size in Sq Ft: 25356 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. Special Provisions: The holding tank installation shall be inspected by an On-site Water & Wastewater Program inspector prior to approval of the final inspection report and asbuilt drawing. Received Issued By Crewdson, James A. From: Bergstrom, Leigh W. Sent: Thursday, May 02, 2013 9:46 AM To: Crewdson, James A. Subject: 18226 JAMES WAY, EAGLE RIVER Jay, As per our previous discussion, if the pump out did not fall within normal parameters for a pump truck, I would not approve any design that did not have an engineers stamp. However, you indicated that this does fall within normal parameters which would not require any engineering. Therefore, I think the pumping application is fine as depicted in the package of drawings dated April 18, 2013. fi� Thanks, Leigh Bergstrom MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 05131523000 Property owner(s) Dean P. and Carla J. Eisberg Day phone 907-244-3114 Mailing address 19829 Samalga Circle, Eagle River, AK 99577 Site address 18226 James Way, Eagle River, AK 99577 Legal description (Sub's., Block & Lot) East Lake Ridge Terrace Block: 2 Lot: 4 Legal description (Township, Range & Section) NW 0653 Lot Size 25,356 Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank Q Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 APPLICATION IS AN: TYPE OF DWELLING: Initial Q Single Family (SF) (w/wo ADU) Upgrade E]Duplex (D) ❑ Renewal ElMultiple 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. Permit/Rush Fees: 5-30 Waiver Fees: Date of Payment: o� A Date of Payment: Receipt Number: / o ' g Receipt Number. Permit No. _L.�r 2�11 n 4'Waiver No. Permd App_ -'-:- ;:...:c. Municipality of Anchorage Development Services Division Community Development Department 22 April 2013 Attached is the design layout for a holding tank and associated discharge system to be utilized in a single family three bedroom home to be built at 18226 James Way, Eagle River, AK. 1. History: The design is a result of in-depth analysis and planning within project constraints. First constraint - AW WU has no plan in the foreseeable future to install sewer lines due to bedrock two feet below the surface in the area and a lack of community interest in pursuing a LID (limited improvement district). Second, the property contains open water and US Army Corps of Engineer designated wetlands limiting the buildable area size and availability of space for a either a conventional/advanced technology septic system (no land mass is available which is more than 60' from open water). Third, the lot's soil does not have a minimum of two feet of non-organic soils which will absorb water at a rate of less than 60 minutes per inch. Consequently, the Deputy Director & Building Official granted permission to install a holding tank in lieu of conventional on-site septic. The tank and associated discharge system shall conform to the 2009 UPC and 15.65.070 and are designed to be compatible with pumping trucks commonly operated by local pumping services. 2. Design. The owner/builder consulted with licensed plumbers, mechanical engineers, civil engineers, license sewage transporters and Municipal On -Site engineers when designing the attached system which will guarantee the safe storage, handling and removal of sewage from the property. All influent will drain into a 3000 gallon polyethylene above ground tank. The tank will be inside the residence; fully enclosed in a concrete secondary containment area that has a capacity larger than the tank itself. The engineered containment area will be sealed with waterproof epoxy paint. The tank will be secured with engineered snubbers to prevent movement during a seismic event. A six inch diameter pump out will accommodate any and all commercially used pump out hoses using conventional methods. The pump out will be sloped back into the tank so that any residual will drain into the tank and not onto the ground. The pump out will have unobstructed access and be clearly labeled. Vehicles will not be able to damage the pump out. 3. Alarm: The holding tank will be equipped with a Muni approved Orenco Systems OSI Sentinel I Liquid Level Alarm. The high water alarm, registers both visually and audibly within the dwelling. The audible alarm will be panel mounted with a minimum of 80 dBA sound pressure at 50 cm pulsating sound equivalent. The alarm float switch will be positioned to allow at least 150 gallons per bedroom of additional storage after the alarm has been activated. The control panel can activate a solenoid to turn off the well pump in the event the tank becomes full. 4. A service contract will exist between the home owner and an area septic pumping company to provide scheduled pumping services. 5. MoA well permit (OSP121045) was issued and the 340' well was drilled on 9 April 2012. The well log and test results were provided to the Muni. 6. The system as designed will not be harmful to the public health or environment. Once installed, the system will require minimal maintenance aside from scheduled pumping. The design is simple in nature and functional; there are no moving parts subject to failure. The design engineer stated the tank will not tip over in conditions assigned to our seismic area. Snubbers will prevent the movement of the tank away from attached pipes. Pump out operations are standard for the industry. The pump out height will allow for a drip -pan to be used below the sloped 6" port. The pump out located above the level of the top of the tank eliminates the possibility of sewage siphoning out of the tank. The alarm panel solenoid on the well pump will insure a leaky toilet or dripping faucet does not fill the tank past design limits. Reasonable and prudent handling of pump truck equipment and hoses will eliminate the possibility of sewage discharge on surrounding lawn. Anything that did spill would have to travel over 50' of lawn following the slope of the lot to reach open water. The fact that the system is entirely above ground, in a secondary containment dike, inside the residence will ensure any failures, anomalies or odors will be quickly noticed and attended to. 7. The owner will connect to a publically provided sewer line when it becomes available. �,�4�Dean Eisberg 19829 Samalga Circle Eagle River, AK 99577 907-244-3114 3' x 30' Flex 6" ID Pump -Out Pipe with Airtight J'an Cap Seared with a Stainless Steel Removablo Clamp PumP-Out Pipe Label on Exterior wall Exhaust Fan w/ Switch by Access Pump Truck mer Pump Hose Vertical TankwMh 3eiamic8nubber. High Level Alann t ^2g �ZA awom• 9Prxll r West Upper Garage Fire Rated Access Door Over Containment Well (4' Above Garage Owner: Dean P. Eisberg Address: 18226 Jame. Way, Eagle River, AK 99577 Legal dowdiction of property NW D653 Parcel number: 05131523000 MCA Property Appraisal Tax Code 3 051-315-23-00010 Lake Ridge Terrace Block: 2 Lol: 4 Tax District 022 Home Owner Design - Engineering Exempt per AS 08.46.331(6)(A) Page 1 of 6: Plan View of Garage and Tank Pump Out 16 April 2013 1 nn• ry w• 1a�p Tf N f 4'RBP I TIT�— East Upper Garage 18'o3a'"1'7ll6" Nonvesco Model 40754 Vertical 3000 Gallon Holding Tank 95° Diameter, 109" TNI with a 16' Ventless Opening. Prerrgum Heavy Weight Grade Is Rated at 12.5 PoundelGall n (adequate for solid waste). Containment Area = 10'3' x 11' Inside Concrete Containment Wag is 4' Tail e®e13750 Gallon Capacity' -E - Lower Garage Floor 2arx2rc• 4" Jim Cap Future Clean Out Inside Ballard, Box or Rocks to Protect Cleanout Buried Arodc Pipe - HDEP Insulated w/ Heat Tape For Future Sewer Connection %: per 1' Drop Pipe covered with stabilized sand prior to back fill (1 14 bags cement per yard of sand) Pump Truck '4 Q 114 or 3"x 3( Flex Stinger Hose From Pump Truck Owner: Dean P. Eisberg Address: 18226 James Way, Eagle River, AK 99577 Legal description of property NW.0653 Parcel number: 05131523000 MOA Property Appraisal Tax Code # 051-315-23-000-10 Lake Ridge Terrace Block: 2 Lot: 4 Tax District 022 Home Owner Design - Engineering Exempt per AS 08.48.331(6)(A) Page 3 of 6: Plan Yew of Influent 18 April 2013 c e Clean '— re Use Futuro - (one exterior I antl one Imerior) Pump -out Pipe: 4"ABS Direct 2"ABSDoor e atedCont Access - 8" ID min Sewage Inlet Sewage In lat Over Containment Wall O r Wall � I from House from Pump (4' Above Garage Floor) eau _ — — Access Door Above 4' k0 High Containment Wall High Level Alemi ' Lift Station E(One Grinder Pump or SlMlar Model `pr in M 3000 Gallon Vertical I Hording Tank • 1 Secondary Containment Area T11"Dlameter Isolated from Garage, 9' 1" Tall 10' 3" x 11' Inside 111-0" Holding Tank Mill be removed when public AVAW utllbies are 2 A or 3" x 30' Flax available. Slinger Hose From Pump Truck Plan View [4' High Concrete Wall NTS Pump -Out Pipe Label on Exterior Wall Owner: Dean P. Eisberg Address: 18226 James Way, Eagle River, AK 99577 Legal description of properly NW 0653 Parcel number: 05131523000 MOA Property Appraisal Tax Code # 051-315-23-000-10 Lake Ridge Terrace Block: 2 Lot: 4 Tax District 022 Home Owner Design - Engineering Exempt per AS 08A8.331(6)(A) Page 4 of 6: Mewjjj if Outside Wall Placard and Pump Out 18 April 2013 HOLDING TANK PUMPOUT Outside Wali Elevation View 6" Jim Cap Secured with a Stainless Steel Removable Clamp 22'/" Slope So That Sewage Drains Back Into Tank 0 io 6" Pump Out Pipe Elevation View NTS Outside Ground level a m o Exterior Wall 6" Schedule 40 ABS DWV 22'A' Sweep Ell Ferguson part number 834779, code ADWV26 6" inner diameter, iron pipe fitting, 6.625" OD Owner: Dean P. Eisberg Address: 18226 James Way, Eagle River, AK 99577 Legal description of property NW 0653 Parcel number: 05131523000 MOA Property Appraisal Tax Code sosi.Sts-23.000-io Lake Ridge Terrace Block: 2 Lot: 4 Tax District 022 Home Owner Design - Engineering Exempt per AS 08.48.331(6)(A) Page 5 of 6: Detail ofA Pump Out Pipe 18 April 2013 A/"W 15�0t7 1 6" Schedule 40 ABS DWV Straight Pipe 6" inner diameter, iron pipe fitting, 6.625" OD 6" Schedule 40 ABS DWV 45° Sweep Ell 6" inner diameter, iron pipe fitting, 6.625" OD 0 a 0 Cl) N Lo m N c7 N r O 0 U O O yL CO r y r . O am O W M V N pp 1 -LO O Lo m r U3 0 f6 dQ W YLO o o. Qo �v o. Z 0 J X W N N y W CL 6 Mo (6 a CO 01Y O G L) C C CL LU l6 W l6 P O Q c y � i (� O) W OmNIlk a m a) 2 -co w cNaaR "0ch mco caQ a>cior dr am0Y �O N J g J Q N Nd N N Q OQ mCL I CN s N T I T Nq r .. J N � tai M p J N e v N 9 .._. .r�,.�„�::n� _,,._. � �_ : �� �..r. - .. _. ¢ta'�,�iY . «s 2 x *,aq?b"n yx'.K.. ....r, � _. ,. .as, ANCHORAGE BUILDING SAFETY and FIRE PREVENTION REQUEST for ALTERNATE DESIGN, MATERIALS, or METHODS of CONSTRUCTION Address: Legal Address: /3rni!.1-L 2 "7- 4 LA1cE Riai.e 7-er-Meocu Representative Requesting Change: 'b7}&e f(lmeIC Title: pRozEeT IngAg6_.e Representing: ExrgemE H ,fr-/Aj6 Own /ha Phone: 907-72! -igos- eo7 stx7 X98 Fax: 907- 7241-05-3 I/we request the following change in the building/fire code requirements. (Attach plans, drawings, spec sheets, technical reports, etc., as necessary to support proposal.) The proposal(s) must meet the spirit (intent) of the code and be equivalent to the prescription of the code in quality, strength, effectiveness, fire resistance, durability and safety. E CODE SECTION: PROPOSED CHANGES: , A NarwcBop 3Poaa Potyit4rla�veshul 4-. k (*11a7" wtl thsf., a a cve REASON FOR CHANGE: erev..,1 .,.c.is a w., r. riv 3s. <...7. r— I.- L,_... -). - --1. --- I-. Supporting Name: "Cds Makina i-t..t I o'oo¢. "o fNs�'ft onI 0.GGCSS o...,..d. Inspector ❑ or Plan Date: Chief of Inspections ❑ or Senior Plan Reviewer ❑ Approved: Yes M No ❑ Name: )OZ5.5 e �� tyla e C— Date: Comment �— Building Official ❑ and/or Fire Marshal ❑ Approved: Yes ❑ No ❑ BLDG Yes ❑ No ❑ FIRE Conditions of Date: Date: *Note: This decision is specific to this change request only and is based solely on the facts included herein, and is not intended to set a precedence. FRANKLIN & ASSOCIATES 225 E. Fireweed Ln. Consulting.Engineers Suite 202 Anchorage, Alaska (907)277-1631 (907) 277-2939 fx moi' -41-I3 PROJECT NO.: PROJECT NAME: LOCATION: CLIENT: 13-007 EISBERG RESIDENCE SEWAGE STORAGE TANK EAGLE RIVER, ALASKA TL si 90 W.r, EAGLE RIVER, ALASKA 99577 PH. 244 - 3114 PROJECT ENGINEER: NELSON M. FRANKLIN, P. E. '-i INDEX: DEVELOP SEISMIC ANALYSIS AND ATTACHMENTS FOR: 3,000 GAL. SEWAGE STORAGE TANK. UBMI TA 301"ITTIA APR 10 2013 �FRAIVKum & AssociATEs Consulting Engineers SUBIEcr i 4j Gs 1 �n S+zl a tKtoiYi \O2rPtal � ;wi . PEEP ED�SY T.l lL (.A �I DATE; .I.���'.` 3 QQ SHEET �( OFJP%NJ O. FRANKLIN & ASSOCIATES .Consulting En�neera SUBJECT C.. t'u&r'-,-rm C,i1 "ho_&�Let4-T,&lov I PREPAR D DATE SHEET 2 UU/ ` OF J JOBNO. F -L 6TtF-Fi4C--t2 Ico �N Fc?iar! IZ=t€ae. iL.—GIUtc `io L L co ogTh I�tT-.tGFC Si.v12:�.. O i -• �o al' . x -a ur ' `f IOL 4�S P 49.Ed ILl Dw* elson M Frank in 3659. v FRANKLIN & ASSOCIATES Canaulting Enginee�a SUBJECT „l S 13�iG'I SI'a'k'+i `IAS STW-P-4:_G In DATE SHEET OF 3 JOBNO. ' I 00-7 j-- 1 O `d C -wry E 1141 a ` e . . V.1 CA r'L0 ua"i o1a r), z, i10" ✓nNtc 5l,daf�a tri - a :� C� II'D o•c; ,rc:p-• Wim: em�-� 419TH. ®� :Nelson Frank _ M J��n�•. N0. 3659 • • ���- FRANKLIN & ASSOCIATES 225 E. Fireweed Ln. Consulting Engineers Suite 202 Anchorage, Alaska (907) 277-1631 (907)277-2939 fx —+--_ I 13 PROJECT NO.: PROJECT NAME: LOCATION: CLIENT: 13-007 EISBERG RESIDENCE SEWAGE STORAGE TANK EAGLE RIVER, ALASKA MR. DEAN EISBERG EAGLE RIVER, ALASKA 99577 PH. 244 - 3114 PROJECT ENGINEER: NELSON M. FRANKLIN, P. E. INDEX: DEVELOP SEISMIC ANALYSIS AND ATTACHMENTS FOR: 3,000 GAL. SEWAGE STORAGE TANK. FRANKLIN & ASSOCIATES Conau!ting Eng!na Bra SUBJECT -.5 F/ _ ..S IrC2.l.% to..rw PRWE RE DATE SHEET `."` _OF �3 JOB NO. ®O% 2 J a U %D T aoz F uos Y �-� 0: oar m.uJ�— Taooi— `- J W; a W ant— ID CoQ z C:) El 3 \ off M a %Dw o Not- OR— on— Coe- cu otOR—on0092N 1 cu co M cu N � I is 9 'FRANKLIN & ASSOCIATES Consulting Engineers Project: EISBERG SEWAGE STORAGE TANK Subject: LATERAL LOADS SEISMIC (2009 - IBC) COMPONENT SEISMIC LOADS NON - BUILDING DESCRIPTION - TWO STORY - WOOD FRAME SEISMIC USE GROUP (CATAGORY ) SEISMIC IMPORTANCE FACTOR (SEISMIC) IE= SPECTRAL ACCELERATION - SHORT PERIOD S s = SPECTRAL ACCELERATION - 1 SEC. PERIOD S1= SITE CLASS SITE COEFFICIENT Fa SITE COEFFICIENT Fv D Fa = Fv = SPECTRAL RESPONSE ACCELERATION PARAMETERS SMS = FaSs = SM1 = FvS1 = DESIGN SPECTRAL RESPONSE 5% DAMPED SDS =.667 SMS SD1=.667SM1 SEISMIC DESIGN CATEGORY PER SDS SEISMIC DESIGN CATEGORY PER SD1 Sheet Fig. By: NMF Date: 1615 Job# 13 -007 Tab. 1604.5 1 Tab. 1604.5 1.48 Fig. 1615 0.55 Fig. 1615 Tab. 1615.1.1 1 Tab. 1615.1.2(1) 1.5 Tab. 1615.1.2(2) 1.48 0.825 = 0.98716 = 0.550275 = D D Eq. 16 - 16 Eq. 16 - 17 Eq. 16 - 18 Eq. 16 - 19 Tab. 1616.3(1) Tab. 1616.3(2) PLAN STRUCTURAL IRREGULARITY NONE Tab. 1616.5.1 VERTICAL STRUCTURAL IRREGULARITY NONE Tab. 1616.5.2 SEISMIC RESISTANCE SYSTEM RESPONSE MODIFICATION FACTOR R= 6.5 Tab. 1617.6 FUNDAMENTAL PERIOD OF BUILDING Ta=0.1N= 0.2 Eq. 16-40 COMPONENT AMPLIFICATION FACTOR a= 1 Tab. 13.6-1 COMPONENT IMPORTANCE FACTOR Ip= 1 Sec. 13.1.3 AVERAGE ROOF HEIGHT h= 24 COMPONENT RESPONSE MODIFICATION FACTOR Rp= 1.5 Tab. 13.6-1 HEIGHT IN STRUCT. POINT OF ATTACHMENT z= 0 WEIGHT OF COMPONENT WP= 30600 SEISMIC COMPONENT FORCE Fp= 0.4 a Sds Wp (1+2z/h) = 8055.226 lbs. Eq 13.3-1 (Rp/Ip ) BUT NEED NOT EXCEED Fp= 1.6 Sds Ip Wp BUT SHALL NOT BE LESS THAN Fp= 0.3 Sds 1p Wp 48331.35 lbs. Eq 13.3-2 _ ..4062.129 lbs. . Eq 13.3-3 Franklin & Associates 225 E. Fireweed LanePAGE: PROJECT tISBERGSE Anchorage, AK 99503 CLIENT: DESIGN BY: NMF:.. (907)277 -1631P,(907)277 -2939F JORNO. ?[8--7:DATE: REVIEW BY: INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A. B, C, D, E, F) The coefficient (ASCE Tab 12.8-2) The coefficlent(ASCE Tab. 12.2.1) h, W No. Name Height 4.0 ft k = 1.00 , (ASCE 12.8.3. Pq 130) x = 0.75 (ASCE Tab 12.8-2) 31 k Yw,h k = 122 Ta = Ct (hn)x 0.06 Sec, (ASCE 12.&2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES eight Weight Lateral force (W each level Diaphragm force h, WX w.h.' C, F. % O. M. EF, EW, F, 0.0 12.1 DESIGN SUMMARY h = 4 z It Total base shear W, =30,6 k V = 0.40 W (SD) = 1_Z_ k, (SD) n = 0.28 \AJ (ASD) = k, (ASD) (:i9-;, 1= A (IBC Tab.1604.5) Seismic design category = D Zip Code, 0071..,- Latitude: 61.315 'D� (if no soil report, use D) Longitude: -149.523 C( = 002 Ss = 148.507 %9, Sms = 1.485 g I Fa = 1.000 R = 6 Si = 55.566 %9, Smi = 0.833 g , Fy = 1.500 S, = 0.990 g Sol = 0.566 g 4.0 ft k = 1.00 , (ASCE 12.8.3. Pq 130) x = 0.75 (ASCE Tab 12.8-2) 31 k Yw,h k = 122 Ta = Ct (hn)x 0.06 Sec, (ASCE 12.&2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES eight Weight Lateral force (W each level Diaphragm force h, WX w.h.' C, F. % O. M. EF, EW, F, 0.0 12.1 FRANKLIN 6 A99OOIATE9 Consulting Engineers SUBJECT tf 1^�. ,.[_ i. �t�lam,.Q ' n DATE SHEET I13 - ea'i �` ✓ �f '�J y py tJ03 N0. nTf_ n G 1- 1- FA z �jl"rte t3cc.a;�i lb-ir -j 0 Fp oa 2 fz-1*. !v oc� 4 l O; 0 _ SO CL fp,I1 -t o?Cr,21; (I�S) z 5+,30 - -- A- ss L� t-� 0 PA- I CT t o t,.(, lta is FRANKuN & AssociATEs Cons lting Engineers SUBJECT ri �-J 5 udv-e: - S 1 -•l, -A iI"^r-- Tat-"- SSG Cil t•� f�"C �5 le - 0 (a e-®(a PREPg9q.D .p1'_� i DATEL_��i-p1_..I ri M SHEET Ln7 1 •OF JOBNO. '�.� an e r V-Lk-- LCex`e��12 STt OG S � � 0 A wa3 uCil_M1?.ta 400, c.,x 5 5 lrc7 . UsitiLv. ( sEQvc. Hwy z OLP � 1.2 v( Anchoring Systems 7� 4.2.2 HIT HY 150/HIT-ICE Injection Adhesive Anchor HIT HY 150/HIT-ICE Allowable and lllt'mate-Bo /Concrete Capacity for HAS Rods in Normal Weight Concrete'' ' 1. Influence factors Tor spacing anaror sage msmnce are appnea m concrewuunu vmueb auuve, mm Ulull wmpamu u, am maai vmua. 1110 QQVI U, a,a va.,wa w w used for the design. 2. For hef i hnom average ultimate concrete shear capacity based on Concrete Capacity Design (CCD) method. For hef <hnem average ultimate concrete shear values based an testing. 3. All values based on holes drilled with carbide bit (see section 7.4.1) and cleaned with wire brush. 84 US:1-800-879-8000/www.us.hiHl.com I HIM Product Technical Guide 20021 Canada:1-800-363-4458/www.ca.hild.com HIT "YY I RI -IC Allowable Bon Sncrete-C pacity HIT HY-1501HITACE Ultimate Bond/Concrete Capacity _ Tensile s Shear Tensile Shear Anchor Embedment' 'fc = 2000 fc = 4000 psi f1=2 c = 4000 psi f, = 2000 psi fc = 4000 psi fc = 2000 psi fc = 4000 psi Diameter Depth *mpo (27.6 MN 6:8-04 (27.6 ION) (13.8 MPa) (27.6 MIN (13.8 MIN (27.6 MIN) in (mm) in (mm) Ib W Ib (kN) Ib (IiN Ib (kN) Ib (kN) Ib (kN) Ib (M) Ib M 11/4 720 1265 1390 1965 2710 4750 4175 5900 (44) (3.2) (5.6) (6.2) (8.7) (12.1) (21.1) (18.6) (26.2) 3/8 3x/2 1895 2705 2230 3155 7120 10160 6695 9465 (9.5) (89) (8.4) (12.0) (9.9) (14.0) (31.7) (45.2) (29.8) (42.1) 5'/4 2635 2800 4445 6285 9880 10510 13340 18860 (133) (11.7) (12.5)(19.8) (28.0) (44.0) (46.8) (59.3) (83.9) 2% 1220 1575 1980 2800 4580 5910 5940 8400 (54) (5.4) (7.0) (8.8) (12.5) (20.4) (26.3) (26.4) (37.4) 1/2 41/4 2725 3935 3385 4785 10720 14760 10150 14355 (12.7) (108) (12.1) (17.5) (15.1) (21.3) (44.5) (65.7) (45.2) (63.9) 63/e 43011 5295 6740 9535 16140 19860 20225 211605 (162) (19.1) (23.6) (30.0) (42.4) (71.8) (88.3) (90.0) (127.2) 2112 1620 1985 2460 3480 6090 7460 7380 10440 (64) (7.2) (8.8) (10.9) (15.5) (27.1) (33.2) (32.8) (46.4) 5/8 5 4395 5250 4770 6745 16480 19690 14310 20235 (15.9) (127) (19.6) (23.4) (21.2) (30.0) (73.3) (87.6) (63.7) (90.0) 7'!x 6025 8225 9505 13440 22595 30850 28510 40315 - (191) (26.8) (36.6) (42.3) (59.8) (100.5) (137.2) (126.8) (179.3) 3% 2365 3925 5430 7680 8870 14720 16295 -. : 23040 (86) (10.5) (17.5) (24.2) (34.2) (39.5) (65.5) (72.5) ( (102.5) 3/4 6e/a 4655 an 8130 11500 17460 33330 24385 34485 .: (19.1) (168) (20.7) (39.5) (36.2) (51.1) (77.7) (148.3) (108.5) (153.4) '- 10 9515 12140 16370 23150 35695 45530 49105 69445 (254) (42.3) (54.0) (72.8) (103.0) (158.8) (202.5) (218.4) (308.9) 33/4 3080 4800 6700 9475 11555 18000 20105 -: 28430 (95) (13.7) (21.4) (29.8) (42.1) (51.4) (80.1) (89.4) (126.5) 7/8 7112 7845 11020 10510 14865 29430 41000 31535: 44600 (22.2) (191) (34.9) (49.0) (46.8) (66.1) (130.9) (182.3) (140.3) (198.4) 11 V4 13330 16645 20945 29620 49990 62425 62830 88855 _4 (222.4) (277.7) (279.5) (395.3) -" 4'/e 3445 4865 �- 8260 x11680 12920 18250 - 24790 -_-a""- .-35050 (15.3) 1(52.0) . (57.5) (81.2) (110.3) (155.9) 1 /n 1 12865 1 31250 43640 38600 - 54585 .' (210) (37.1) A (51.8) (57,2) (80.9) (139.0) (194.1) • (171.7) (242.8) ;- 121/1 -15546- 19525 25635 36250 58280 73220 769011 ' 108750 ' (314) (69.1) (86.85) (114.0) (161.3) (259.3) (325.7) (342.1) (483.8) 6 4645 7600 14760 2OB70 17430 26265 -44280 62610 (152) (20.7) (31.1) (65.7) (92.8) (77.5) (116.8) (197.0) (278.5) - 11/4 1215490 20770 26010 36785 58085 77900 78035 110355 (31.8) (305) (68.9) (92.4) (115.7) (163.6) (258.4) (346.5) (347.1) (490.9) 15 19210 26815 38010 53755 72040 100560 114030 161265 (381) (85.5) (119.3) (169.1) 1. Influence factors Tor spacing anaror sage msmnce are appnea m concrewuunu vmueb auuve, mm Ulull wmpamu u, am maai vmua. 1110 QQVI U, a,a va.,wa w w used for the design. 2. For hef i hnom average ultimate concrete shear capacity based on Concrete Capacity Design (CCD) method. For hef <hnem average ultimate concrete shear values based an testing. 3. All values based on holes drilled with carbide bit (see section 7.4.1) and cleaned with wire brush. 84 US:1-800-879-8000/www.us.hiHl.com I HIM Product Technical Guide 20021 Canada:1-800-363-4458/www.ca.hild.com MILTI Specifier's comments: 1. Input data Anchor type and diameter: PROFIS Anchor 2.3.2 www.hilti.us h, = 4.125 in. ! -- Material: ASTM F 568M Class 5.8 ` - Company: FRANKLIN & ASSOCIATES Page: 1 Specifier: NMF Project: EISBERG Address: 225 E. FIREWEED LANE #202 Sub -Project I Pos. No.: 13-007 Phone I Fax: (907) 277-1631 (907) 277-2939 Date: 4/8/2013 E -Mail: Specifier's comments: 1. Input data Anchor type and diameter: HIT -ICE + RAS, 1 Effective embedment depth: h, = 4.125 in. ! -- Material: ASTM F 568M Class 5.8 ` - Proof: design method Hilt! ASD from Hilt! Product Technical Guide Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: I, x Ir x t = 4.000 x 4.000 x 0.500 in. (Recommended plate thickness: not calculated) Profile no profile Base material: untracked concrete , 3000, f, = 30DO psi; h = 19.000 in., temperature: 0°F Reinforcement: - Geometry [in.] & Loading [lb, in. -lb] Z Input data and results must be checked for agreementmath the existing conditions and for plauslblliryl PROFIS Anchar(c) 2003.2009 HIIg AG, F(.9494 Schaan Hihl is a mgistemd Tmdemerk of HII9 AG, Sr aan 2. Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3172 4226 4226 0 max. concrete compressive strain [%a]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)=(0.00010.000) [lb]: 3172 resulting compression force in (xly)=(010) [Ib]: 0 3. Forces on the highest loaded anchor f Proof Load Design values [lb] Capacity Utilization [%] P. 1N Status Tension load 3173 4155 761- OK Shear load without lever arm 4226 9680 -144 OK 4. Combined tension and shear loads N Na Utilizafion pa,. ]°] Status 0.764 0.437 1.667 89 OK Pw+ii —1 5. Details faa km fax fev Usaw,,.w.ai.e 1.000 1.000 1.000 1.000 no all N, [lb] all V, [Ib] all N, [Ib] all V. [lb] all M [inAb] N,,, [lb] V,,, [lb] 4155 9970 18790 9680 5785.995 4155 9680 6. Warnings • Refer to the manufacturer's product literature for cleaning and installation instructions. • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input date and results must be checked for agreement with the existing condi nIs and for plausibllityl PROMS Anchor(c)2003-2009 Hilt! AG. FL -9494 Schoen HihiisareglstemdTmdemarkof HlltIAG.SMaan PROFIS Anchor 2.3.2 www huts us ___ Company: FRANKLIN & ASSOCIATES Page: 2 Specifier: NMF Project: EISBERG Address: 225 E. FIREWEED LANE #202 Sub -Project I Pos. No.: 13-007 Phone I Fax: (907) 277-1631 1 (907) 277-2939 Date: 4/812013 E -Mail: 2. Resulting anchor forces Load case (governing): Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3172 4226 4226 0 max. concrete compressive strain [%a]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)=(0.00010.000) [lb]: 3172 resulting compression force in (xly)=(010) [Ib]: 0 3. Forces on the highest loaded anchor f Proof Load Design values [lb] Capacity Utilization [%] P. 1N Status Tension load 3173 4155 761- OK Shear load without lever arm 4226 9680 -144 OK 4. Combined tension and shear loads N Na Utilizafion pa,. ]°] Status 0.764 0.437 1.667 89 OK Pw+ii —1 5. Details faa km fax fev Usaw,,.w.ai.e 1.000 1.000 1.000 1.000 no all N, [lb] all V, [Ib] all N, [Ib] all V. [lb] all M [inAb] N,,, [lb] V,,, [lb] 4155 9970 18790 9680 5785.995 4155 9680 6. Warnings • Refer to the manufacturer's product literature for cleaning and installation instructions. • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input date and results must be checked for agreement with the existing condi nIs and for plausibllityl PROMS Anchor(c)2003-2009 Hilt! AG. FL -9494 Schoen HihiisareglstemdTmdemarkof HlltIAG.SMaan MIVTI Fastening meets the design criteria! Input data and results must be checked for agreement with the emaling conditions and for plausibilityl PROFIS And or (c) 20=009 Hilt AG, FL -9494 Schas n Hihi is a reglsWmd Trademark d Hiig AG, Sc aan PROMS Anchor 2.3.2 w .hlltl.us Company: FRANKLIN & ASSOCIATES Page: 3 Specifier: NMF Project: EISBERG Address: 225 E. FIREWEED LANE #202 Sub -Project I Pos. No.: 13-007 Phone I Fax: (907) 277-1631 1 (907) 277-2939 Date: 4/8/2013 E -Mail: Fastening meets the design criteria! Input data and results must be checked for agreement with the emaling conditions and for plausibilityl PROFIS And or (c) 20=009 Hilt AG, FL -9494 Schas n Hihi is a reglsWmd Trademark d Hiig AG, Sc aan MIVT� www.hilti.us _ PROMS Anchor 2.3.2 Company: FRANKLIN & ASSOCIATES Page: 4 Specifier: NMF Project: EISBERG Address: 225 E. FIREWEED LANE #202 Sub -Project I Pos. No.: 13-007 Phone I Fax: (907) 277-1631 1 (907) 277-2939 Date: 4/8!2013 E -Mail: 7. Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: d, = 1.125 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Anchor type and diameter: HIT -ICE + HAS, 1 Installation torque: 1800.000 in. -lb Hole diameter in the base material: 1.125 in. Hole depth in the base material: 4.125 in. Minimum thickness of the base material: 6.375 in. Coordinates Anchor [in.] Anchor x y c„ c„ e„ c„ 1 0.000 0.000 24.000 24.000 24.000 24.000 Input date and results must be checked for agreement with the existing conditions end k plausibilityl PROFIS Anchor (c) 20032009 Hilli AG, FL -9494 Schaan Hilb is a mgistemd Tmdemerk of Hihi AG Schean WM11 8. Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilt! products and are based on the principles, formulas and security regulations in accordance with HIM's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilb product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilt! will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be necked for agreement with the exis0ng conditions and for plausibilityl PROFIS Anchor( c ) 2003-2009 Hit AG, FL -9494 Schaan Hild lea registered Tmdemark of Higi AG, Schsan PROFIS Anchor 2.3.2 w .htltl.us Company: FRANKLIN & ASSOCIATES Page: 5 Specifier: NMF Project: EISBERG Address: 225 E. FIREWEED LANE #202 Sub -Project I Pos. No.: 13-007 Phone I Fax: (907) 277-1631 j(907) 277-2939 Date: 416!2013 E -Mail: 8. Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilt! products and are based on the principles, formulas and security regulations in accordance with HIM's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilb product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilt! will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be necked for agreement with the exis0ng conditions and for plausibilityl PROFIS Anchor( c ) 2003-2009 Hit AG, FL -9494 Schaan Hild lea registered Tmdemark of Higi AG, Schsan FRANKLIN & AsmociATES SUBJECT ✓� to& �--,fZ r� t" P'�-LP G Jr(] \ t �1<jA ala IO X 10 iok4,t a1tli -',k , 2 io,<-tn PREPA DATE .l . SHEET i -2-, OF JOB NO. I3' 069 4-. of F::", oc�10 b,t3w�� dol Gam, \ t �1<jA ala IO X 10 iok4,t a1tli -',k , 2 io,<-tn PREPA DATE .l . SHEET i -2-, OF JOB NO. I3' 069 4-. of F::", 2 _ JL, -1 \/ \6 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-043-8301 Development Services Division Fax: 907-343-8200 Mayor Dan Sullivan April 20,2012 Paul Michelsohn Michelsohn & Daughter Construction, Inc. 750 W. Dimond, Suite 100 Anchorage, AK 99515 Subject: Request to Install Holding Tank in Lieu of Conventional On-site Septic 18226 James Way - Eagle River, AK Dear Mr. Michelsohn, You have contacted me on behalf of your clients, Dean and Carla Eisberg, to request that they be allowed to install a sewage holding :tank inside their planned single family home at 18226 James Way,. This holding tank would be in lieu of installing a conventional septic system. Current municipal code 15.65.070 does not allow installation of a holding tank unless: 1. Public sewer will be available within one year and the use of the holding tank is terminated within 60 days of the date public sewer is available in accordance with Section 15.65.110; or 2. An engineer certifies it is necessary as a remedial measure where an existing on- site wastewater disposal system malfunctions and cannot be repaired, rejuvenated or replaced to bring the system in compliance with this chapter. This property does not meet either of these two conditions. However, there do appear to be unique extenuating circumstances; The current use of the property to operate six float plane slips—was determined to'be a t_egal Nonconforming Use on August 25, 2009. This means that, whether or not the owners build a residence, the owners are allowed to occupy this property for at least the purpose of parking float planes, which indicates a certain amount of ongoing human activity. Such activity would suggest that it is in the best interests of neighboring properties and the adjacent lake that proper' sanitary facilities be available on the property. Due to zoning constraints the property owners cannot build an accessory structure for the sole purpose of providing sanitary facilities,. though they can build a primary residence. The property cannot support a conventional or even an advanced on-site septic system for the primary residence because of dimensional and water table constraints. The owner has proposed construction of a primary residence with installation of an interior holding tank as a remedy to this situation. We return to the issue then, that AMC 1565.070 does not allow a holding tank because conditions 1 and 2 above are not,met. 18226 James Way - Holding Tank Request Page 2 of 3 Fortunately, AMC 15.65.030 G, offers some relief to this situation; Authority to grant exceptions to requirements. The department may approve an on-site wastewater disposal system that does not conform to this chapter if the department finds, after consideration of relevant test results, engineering data, publications and other materials, that the system will function as effectively as a system that conforms to this chapter. The applicant shall be responsible for furnishing proof that the system will function as effectively as a system provided for in this chapter. I am therefore granting the exception to allow installation of an interior holding tank with the following conditions: 1. Tank and associated discharge system Shall be designed by civil or mechanical engineer registered in the State of Alaska: 2. Tank and associated discharge system shall conform to the requirements of the 2069 Uniform Plumbing Code and the applicable portions of 15.65.070 - Holding Tanks - and shall be designed to be compatible with pumping trucks commonly operated by local pumping services„ 3. In addition to the Land Use permit required for the primary residence, the owner shall apply for a mechanical permit from the Development Services Building Safety division. The tank and discharge system design shall be reviewed and approved by 'Building Safety mechanical plan review. - Installation shall be inspected by the engineer of record who designed the system. The engineers approval of the installation will be required prior to issuance of a certificate of occupancy under the land use permit. 4. The property owner shall record a document against the property that acknowledges the residence shall be connected to public sewer within 60 days of sewer being made available to the property. A conformed copy of the recorded document will be required prior to issuance of a certificate of occupancy under the land use .permit. Please contact me at 343-8025 with any questions or concerns. Sincerely, 1 j 74 t' SharenA, Walsh, P.E. Deputy Director & Building Official Development,Services Division Community Development Department Municipality of Anchorage (907) 343-8025 18226 James Way'- Holding Tank Request Cc: Ross Noffsinger, Engineering Services Manager Gretchen Stuller, Permitting Manager James Crewdson, ©n -Site Water and Wastewater Review Jack Frost, Chief, Land Use Review and Enforcement Page 3 of 3 Crewdson, James A. From: Walsh, Sharen A. Sent: Wednesday, April 06, 2011 12:10 PM To: Crewdson, James A. Cc: Noffsinger, Ross D. Subject: RE: Holding Tank Code Revision Thank you! I was going to ask about this today. (And I am sorry to hear about Deb's dad) This looks like a good start, but I'd like us to sit down and talk it through. I was actually thinking of a potential additional restriction having to do with the property being conforming in all other respects, etc. So I'll find a half-hour somewhere in tomorrow and schedule a conversation. Regarding the plan - and I have not had a chance to update you and Deb, or Ross - here is the latest: a. a%- 1 - A % _ rain Micnelsonn wants to present Mrs particular case to the TRB on its own merits. If he hasn't already, Mike Anderson is supposed to bring you a formal package that we will say obviously does not meet code and then he will ask for an appearance at the TRB meeting to request an approval as an appeal item. I have told him that if the TRB reviews the case under the current code they are likely to deny it, since the code is quite black and white with conditions 1 and 2, but he is determined and wants to give that a shot. So that will be one agenda item. We will present this proposed language separately, as an independent issue and separate agenda item, citing Paul's case as the example that illustrated a problem in our code. We will tell the TRB why we feel it is good public policy to allow some discretion at the Onsite/Development Services division level and we will ask for their endorsement of the change. If they provide that endorsement we will go forward with the regular code change/Assembly approval process. If they do not, we will discuss and decide if there is enough justification to put it forward to the Assembly without the TRB support — but until we hear the TRB discuss it I am not sure if pushing the position without their support is sensible. So thank you again. Look for a meeting request to follow. Sharen Sharen A. Walsh, P.E. Deputy Director & Building Official Development Services Division Community Development Department Municipality of Anchorage (907) 343-8025 From: Crewdson, James A. Sent: Wednesday, April 06, 201110:03 AM To: Walsh, Sharen A. Subject: Holding Tank Code Revision Sharen, Deb Wockenfuss asked me to take this over since she had to leave unexpectedly to go see her father in a South Dakota hospital. The attached document is a rough draft of what I understand you're looking for in a revision to the holding tank code. Please review it and let me know if I need to revise anything. Is the plan to present it to the Technical Review Board at their meeting on 4/11/11? « File: Revision to 15.65.070A.doc >> Thanks Jay James "Jay" Crewdson, P.E. Civil Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 << File: Crewdson, James A. (CrewdsonJA@ci.anchorage.ak.us) (CrewdsonJA@ci.anchorage. ak.us).vcf >> 2 Crewdson, James A. From: Walsh, Sharen A. Sent: Friday, April 20, 2012 2:42 PM To: Noffsinger, Ross D.; Frost, Jack L.; Stuller, Gretchen J.; Crewdson, James A. Subject: 18226 James Way - Eagle River - approval of interior holding tank Attachments: 20120420 Appvl of Interior Holding Tank.pdf Please see attached FYI and for use when the land use and mechanical permit applications come in. This has been cooking for about a year, I have checked with Legal and this is a defensible and proper approval and granting of exception. Please note the conditions of approval and coordinate with your staffs to be sure all conditions are met prior to issuing permits or final approvals of occupancy for 18226 James Way. Thanks Very Much, Sharen 20120420 Appvl of Interior Hol... Sharen A. Walsh, P.E. Deputy Director & Building Official Development Services Division Community Development Department Municipality of Anchorage (907) 343-8025 Mail: R.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 -----Original Message ----- From: Dean Eisberg (mailto:eisberg6@gmail.com] Sent: Wednesday, January 30, 2013 4:31 PM To: Crewdson, James A. Subject: Above Ground Tank Mr. Crewdson, Attached is the MoA approval letter for the holding tank I will install above ground inside my home. I also attached the engineering design for the concrete secondary containment wall. IAW Ms. Walsh's letter, I will submit a Muni "Retro Work Application", i.e, mechanical permit from the Development Services Building Safety division. I plan to submit the mechanical permit when I apply for the land use (building) permit. Would any/all of these tank options be acceptable? (listed in order of preference) 1) Anchorage Tank - polyethylene 2500 gallon cylindrical - 8' diameter 90' high? Data sheet is available upon request. 2) A 2000 gallon plastic horizontal leg tank from the lower 48? http://www.plastic-mart.com/category/15/horizontal-hauling-storage-tanks 3) Anchorage Tank 3/16" steel fabricated 3000 gallon rectangular tank with blowout bands? 4) Muni approved Greer 2000 gallon round "underground" steel tank, 58" diameter x 16' long? The length of this tank will require some blueprint redesign. Thanks, Dean Eisberg 244-3114 z Crewdson, James A. From: Walsh, Sharen A. Sent: Thursday, January 31, 2013 12:39 PM To: Crewdson, James A. Cc: Noffsinger, Ross D.; Crafts, Donald E.; Hile, Gary A.; Bergstrom, Leigh W.; Frost, Jack L.; Stuller, Gretchen J. Subject: RE: Above Ground Tank Jay, I note that he is thinking he will do a mechanical retro permit. That was not my intention when I wrote the condition that he had to get a mechanical permit and have approved plans before installing the tank. He needs to come in and apply for that, Leigh needs to review the tank and associated piping, and once approved, he can start work with the Designer of Record doing the inspections. Please talk to Gretchen about the logistics of the mechanical permit - she may want to assign a project manager to it and have them coordinate with you. Thanks Very Much for letting me know about it, too. Sharen Sharen A. Walsh, P.E. Deputy Director & Building Official Development Services Division Community Development Department Municipality of Anchorage (907) 343-8025 -----Original Message ----- From: Crewdson, James A. Sent: Thursday, January 31, 2013 9:47 AM To: Walsh, Sharen A. Cc: Noffsinger, Ross D.; Crafts, Donald E.; Hile, Gary A.; Bergstrom, Leigh W. Subject: FW: Above Ground Tank Sharen, Mr. Eisberg is asking which holding tank we will allow him to install in his house (see below). Given your level of involvement with the project, I thought it would be good to get your thoughts on it. I don't see any problem with any of the tanks since it will be in the house with emergency containment. There may need to be more thought put into how the pump out is designed. Thanks Jay James "Jay" Crewdson, P.E. Civil Engineer Municipality of Anchorage - On -Site Water and Wastewater Location: 4700 Elmore Road Development Services Division Program 1 Crewdson, James A. From: Walsh, Sharen A. Sent: Tuesday, February 05, 2013 1:01 PM To: Noffsinger, Ross D. Cc: Hile, Gary A.; Bergstrom, Leigh W.; Crewdson, James A. Subject: RE: Holding Tank Concept The condition was that he had to have his design approved by our mechanical plan reviewer. If the reviewer feels an ME stamp is necessary to assure proper design than consider it mandated, Sharen A. Walsh, P. E. Deputy Director & Building Official Development Services Division Community Development Department Municipality of Anchorage (907)343-8025 --Original Message ----- From: Noffsinger, Ross D. Sent: Monday, February 04, 2013 2:39 PM To: Walsh, Sharen A. Cc: Hile, Gary A.; Bergstrom, Leigh W.; Crewdson, James A. Subject: RE: Holding Tank Concept Sharen, Can you mandate he provide a design sealed by an AK licensed ME? Otherwise we are going to be stuck designing this for him, which will be a major time suck and expose the MOA to unnecessary liability. He is basically inventing something new and there are several technical issues that need to be worked out. If he could provide a conventional buried holding tank that could be pumped out by a conventional pumper truck, then engineering would not be necessary. I cannot see how a conventional pumper could empty this system. For example, If were to install a conventional lift station and pump up to a buried holding tank, engineering would not be required. Ross Noffsinger, P.E. Engineering Services Manager Development Services Division Community Development Department Municipality of Anchorage (907) 343-8309 -----Original Message ---- From: Crewdson, James A. Sent: Monday, February 04, 2013 11:37 AM To: 'Dean Eisberg' Cc: Walsh, Sharen A.; Noffsinger, Ross D.; Hile, Gary A.; Bergstrom, Leigh W. Subject: FW: Holding Tank Concept Mr. Eisberg, Thank you for the drawing. I am forwarding it to the following individuals in Building Safety who will probably be involved with your project. Sharen Walsh - Building Official Ross Noffsinger - Engineering Services Manager Gary Hile - Lead Plumbing/Mechanical Inspector Leigh Bergstrom - Architectural/Plumbing/Mechanical Plan Reviewer I have some initial thoughts regarding your preliminary drawing. 1. I'm pretty sure you're going to need a design stamped by an Alaska licensed mechanical engineer. Ask Leigh 2. Although the vent system design is not my specialty, it appears to need some revisions. Ask Leigh. 3. If the proposed vent system and holding tank requires the addition of holes/fittings to the tank, we're going to need that detailed in the design. 4. 1 think the holding tank design is likely to need seismic restraint. Ask Leigh 5. Due to the shallow bedrock on this property, it may be difficult to protect the pump -out pipe from freezing conditions, which in conjunction with the proposed pipe slope and resulting low point (belly) may be problematic if residual liquids from the pumping procedure settle in that location. 6. Does a typical septic pumper truck have the correct hose setup to hook into the pump out pipe? Most of their jobs use a bare ended hose, so they may need some extra items to make it work. Please detail this in the design. 7. It would be good idea to setup a preliminary meeting with at least Leigh and myself to go over the design before you submit for the permit. Thanks Jay James "Jay" Crewdson, P.E. Civil Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 -----Original Message ----- From: Dean Eisberg fmailto:eisberg6@gmail.com] Sent: Friday, February 01, 2013 9:18 PM To: Crewdson, James A. Subject: Holding Tank Concept Mr. Crewdson, After talking with my plumber, the company who will pump the tank, an AWWU engineer and a waste water treatment plant operator, we came up with this concept plan based on the house design, plot plan and Anderson Engineering's concept plan. If you think it looks feasible for a mechanical permit, I'll hire the engineer again to design the tank and discharge system per Ms. Walsh's instructions. Thanks, Dean Eisberg Crewdson, James A. From: Crewdson, James A. Sent: Thursday, May 02, 2013 12:47 PM To: 'Dean Eisberg' Cc: Walsh, Sharen A.; Noffsinger, Ross D.; Wockenfuss, Deborah M.; Poet, Jeff W. Subject: LAKE RIDGE TERRACE B2 L4 Attachments: Crewdson, James.vcf Dean, The permit for your holding tank is now approved and ready to be picked up. Shown below is a brief explanation of how the process for construction, inspection and final approval to operate shall proceed. 1. Construction: The permit is an approval to construct the proposed system and is required to be onsite at all times during construction. It does not allow the constructed system to be operated. 2. Inspection: On-site shall inspect the constructed system when it is operationally complete, but prior to addition of house components that would make inspection difficult. 3. Final Approval to Operate: Prior to operation of the system, a final inspection report and asbuilt drawing shall be submitted to On-site for review and given final approval. Please feel free to contact me if you have any questions. Thanks Jay James "Joy" Crewdson, P.E. Civil Engineer Municipality of Anchorage - Development Services Division On -Site Water and Wastewater Program Location: 4700 Elmore Road Mail: P.O. Box 196650, Anchorage, AK 99519 v. 907.343.7908 f. 907.249.7601 Crewdson, Jamessd (4 KB) 262 SULLIVANWATER WELLS 0omesec - Commercial - Geothermal Phoee 907488-2759 www.soll lvanwaterwel lsxom Well Log Permit Number: OSP 121"5 Date of Issue 415/2012 Parcel Identification Number: 05131523000 Date Started: 4/6/2012 Date Completed: 4/9/2012 Is well located at approved permit location? X]Yes ]No Property Description LAKE RIDGE TERRACE Lot 4 Block 2 Section: Town: Range: Property Owner Name & Address: DEAN EISSERG 19829 SAMALGA CIRCLE EAGLE RIVER, AK 99577 Borehole Data: Depth Method of Drilling X❑ air rotary cable tool Soil Type, Thickness & Water Strata From To Casing type: Casing Stickup 0 2 Wall thickness 0.25 inches Overburden 2 4 Diameter 6 inches Total: 44 feet Liner type: Silt Sand Gravel 4 6 Diameter inches Depth: feet Light Brown Bedrock 6 12 Casing stick-up above ground: 2 feet Gray Bedrock 12 46 Static Water Level(from top of casing) 4 feet Light Brown Bedrock 46 52 Pumping Level: feet after Green Bedrock 52 147 1 hours pumping gpm>x Light Brown Bedrock 147 151 Recovery Rate gpm Method of Testing: Air Gray Bedrock 151 159 Well Intake Opening Type Tan & Gray Bedrock 159 162 Open End L1 Open Hole Gray Bedrock 162 280 Screened Start feet Stopped feet Gray &White Bedrock 280 287 Perforations Start feet Stopped feet Gray Bedrock 287 340 Grout Type: Bentonite dry granular Volume: 300 Pounds Depth 4a Start 9 feet Stopped 44 feet Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? X Yes Ll No Method of disinfection CHLORINE 50 PPM Comments: WELL PRODUCED 25 GALLONS PER HOUR. SHALLOW BEDROCK COMPLETION TO MOA CODE Water Sample Results: Arsenic: �u� 1/4113 a 3 1 ' Well Driller: Nitrates mg/I Cote Sullivan Sullivan Water Wells Total Coliform Bacteria A h}olonies/100mL P.O. Box 670272 Chugtak, AK 99567 bfieter4a! (907) 688-2759 Attention: The property owner shall provide flus log DS (onsite) and DNR within 30 days of completion. 7A 111v-.t—�... .. ---� ---- r/oa fp/ ILIV .-'.tee;=eIG,mment Services osper't'ri eni- j 4700 E3taore Road P.O. SOX i966503UDFJl: Mark Begich Anchorage, AK 99807 Mayor mmmunLoru/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW�7/ ,q q 5 Date of Issue: *� If I Parcel Identification Number. 0?Ida3°O`� Legal Description Properly Owner Name & Address: 4491Z A 46Z1 L�Ke.�tZf peavt & 13r%/z 4c, 94(/, a 4 Pump Installation Date: 9 3 Pump Intake Depth Below Top of Well Casing. feet Pomp Manufacturer's Name.a f Pump mod&- 55Bt��r6au ramp size ) hp Pitless Adapter Burial Depth: 5 feet Pidess Adapter Manufacturer's Name: C,(;Lt,",n bz f I' l i lti1'TI+�. j Pitless Adapter Installer: Gfe¢.r G>eM-a, Well Disinfected Upon Completion?p Yes ❑ No Method ofDisWeetion: Comments: Iustaller Name: GA ll� t �"��0.� t C64 cw�y �j ct,li�a� � a�'erLti Li ly Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Water 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: OSP121045 Tax Code Number: 05131523000 Work Type: Well Initial Permit Effective Dates: April 05, 2012 to April 05, 2013 Design Engineer: ANDERSON ENGINEER Subdivision: LAKE RIDGE TERRACE Site Legal Address: LAKE RIDGE TERRACE BLK 2 LT 4 G:0653 Owner/Address: EISBERG DEAN P & CARLA J 19829 SAMALGA CIR EAGLE RIVER AK 995778708 Site Mailing Address: 18226 JAMES WAY, Eagle River This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank All construction must be in accordance with: Lot Size in Sq Ft: 25356 Total Bedrooms: 3 N Privy Y Private Well N Water Storage 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: At the request of the Community Development Department's Deputy Director, Sharen Walsh, this permit is being issued prior to satisfaction of code section AMC 15.55.050A2. The referenced code section shall be satisfied prior to the permitted well being used for any domestic water uses on the subject property. Received Issued B) MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ♦ Mayor Dara Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION 14 I `V FOR A SINGLE FAMILY DWELLING Parcell.D. 051-315-23 • Property owner(s): Dean & Carla Eisberg Day phone: 727-0611 Mailing address: 19829 Samalga Circle Eagle River, AK 99577 Site address: 18226 James Way Eagle River, AK 99577 Legal description (Sub'd., Block & Lot): Lake Ridge Terrace, Block 2, Lot 4 Legal description (Township, Range & Section) Lot Size: 25,356 Sq. Ft. Number of Bedrooms: Three (3) THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (® all that apply) Absorption Field F-1 Initial X Septic Tank ❑ Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the ab a information is correct. I further certify that this application is being made for a Single Fa Dwelling and is in accordance with applicable Municipal Codes. (Signature of ro11 y owner or authorized agenU. Permit/Rush Fees: Waiver Fees: _ Date of Payment: q 1s11 ;3L Date of Payment: Receipt Number: d 1 S(4 1 C Receipt Number: Permit No. %� P r\4� Waiver No. C:\Usem\AndEng\Desktop\Mike\Lake Ridge TerraceTernnit Application - Well.docC:\Users\AndEng\Desktop\Mike\Lake Ridge TerraceTennit Application - Well.doc JAMES WAY ------------ ----------------------F --------------------------- I I / / / Proposetl _ 4_x 50' Bvlldmg / o \ 4 m 3 � o I roposed well o 1 LOWER FIRE LAKE AREA MAP SCALE V = 50' E JAMES WAY