Loading...
HomeMy WebLinkAboutNEAR POINT LT 1B-1 Onsite File Near Point Lot 1 6 - 1 #041 - 021 - 77 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171068 PID Number: 04102177000 Dwelling: ❑ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ❑ Upgrade Name: Cory J Fischer ABSORPTION FIELD 1711 Deep Trench ❑Shallow Trench El Bed 171 Mound Address 9875 Near Point Dr. ❑ Other 5 -wide Phone Number of Bedrooms Soil Rating ITotal depth from original grade 907-952-5148 4 1,2 GPD/SF 9.08 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 55.08 Ft.4 Gravel depth beneath pipe Ft. Subdivision Block Lot Nearpoint Sub. Lot 1 B-1 Fill added above original grade 2 Ft. Gravel length 50 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines 1 Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Ftp 1 N/A Ft. Well 133' 157' N/A N/A 124' TANK ®❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 11250 Gal. Surface Water 100'+ 100'+ N/A NIA Material Number of compartments Lot Line 61' 43' N/A N/ANA Steel 2 Foundation 11' 37' N/A N/A LIFT STATION Manufacturer N/A Capacity Gal. Curtain Drain N/A N/A N/A N/A Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank PVC Tank to drainfield PVC Installer Cory Fischer P.E. All Pipe - ASTM D3034 Drainfield PVC CO/MT pVC Inspector Cory Fischer/Tim (w/ MOA Onsite) BENCHMARK (Assumed elevation)100 ft Inspectiones: ls' 7/2/17 7/3/17 Location and description 2nd 3rd ath TH#4 Original Ground Elevation COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date�GAW , . Cb y :49 ?H ory J. ISctter Approved e('G� Date 25 ?� C�Lv_bu fi�/• Na. GE14840m � 4P t FESvAN Inspection Report 9-1-12.doc O ii YLIALLJI W 1— Ln W cOOOQ� CL 19, � w ty CD y Ll; I ro 50?,���AG Ln CD -Z� S� DR. MWO ,MIA RE -6 7 LLArBGvu) LO F, En IIEE CD CD 11.,Et 4-(D r . z� m o 3. CkD CD (n c°5�� . • n! w �Wi o nz i W -C-4 Admw .�5 4 F p �F� r, ' t 4 r3 ef) N o l 1 I t i a: N i j r. sf1 ] of ui i O 1� CA CA c C) 1 cW j o C ^ O Mr CD _ N� i w -) W NCA Q W W -� m o2 g a ' U 1p Q (1) r- v 2LLJ cs j CL CL CL o � _ Sm N p Cd p e� I— p IL v a z 3 1Oy V / rl Ca p U J Q W � p i �JI chLu (J-) U C U Alpine Drilling & -Enterprises Well Log Permit Number: #SW171068 Date of Issue: 5-16-17 Parcel Identification Number: 04102177000 Date Started: 7-16-17 Date Com leted: 7-20-17 Is well located at approved permit location? x Yes ❑ No Legal Description: Near Point- Lot 16-1 Properly Owner Name & Address: Cory & Amber Fischer 8655 Cross Pointe Loop Anchorage, Alaska Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling x air rotary ❑ cable tool Casing type: steel stick-up . 0 2 Wall Thickness: .250 inches organics & silt silty sandy gravel 2 4 4 47 Diameter: 6 inches Depth: 97 feet - Liner Type: . Diameter: inches Depth: feet gravelly silt 47 91 Casing stickup above ground: 2 feet Static water level (from ground level): 100 feet silty gravel 91 93 bedrock 93 526 Pumping level: 526 feet after 24 hours pumping.33 gpm Recovery Rate: .33 gpm Method of Testing: air li t Well Intake Opening Type: WATER QUALITY TESTING Cdlio►m N �� Col/100mL Nitmtes `;'i�L El Open End x Open Hole ❑Screened Start feet Stopped feet El Perforations Start feet Stopped feet Grout Type: hentonite granules Volume: 2 bis De the Start 0 feet Stopped ? feet Arne C Nb ug/L to a Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 JUC HL -r-1110. Q, I U i MUNICIPALITY OF ANCHORAGE Development Services Department Phone. 907-343-7904 On-Slta Water & Wastewater Section Fax; 907-343-7997 Pump installation Log 'ell Drilling Permit Nuniber,, 171068 Date of 5 Issue: 2017- 041 021 n%a Parcel. Id(mt1fication Number: Legal Description ! Block Lot Property WinerWayne& Address: I Cory & Amber Fischer Near Point 8655 Cross Point Loop Anchorage, AK 99 ��oq punip installation Date, 02 _ZU1 puntp Intake Depth Below Top of Well Casing,: 492 feet Punip Manufacturer's N,,.,, Franklin Electric Pump ilvlodeh.5FRI 5S4 -3W2330 __ Pump Size, 1.5 lip Pitiess Adapter Burial Depth: 1 I_ feet PitlesS Adapter N'Tantifacwer"s ...a..,MARTENISON Pitlem Adapter bustaller; Aarow Pump &'V'Veil S@Nlce, LLC Well Disinfected Upon Completion? FJ y,28 a No Method of Disinfeeflon: chlurine tablets CornrnenM. Please Save for COSA. Pump Installer Name: C,.p,,,y,. Alpine Drilling & Enterprises Mailing Address: P.O. Box 110496 Oty. Anchorage State:AK Zip: n 11 pro Ide a pump installation logto Oti-s:L te it lill 30 Ys Cr puMP instaUation. �,cNQRgc D Anchorage Well & Pump Service, Inc. 330 East 76th Avenue Anchorage, Alaska 99518 oscc�' (907) 243-0740 L'11121 COREY FISCHER 8655 CROSS POINT LOOP ANCHORAGE, AK 99507 Invoice Invoice #: 20180282 Ship To: COREY FISCHER 9875 NEAR POINT DRIVE ANCHORAGE, AK 99507 SALESPERSON YOUR NO. SHIP VIA COL PPD SHIP DATE TERMS DATE PG. MARK VANWINGERDEN 25169 Net 10 12/14/2017 1 TY. ITEM NO. DESCRIPTION PRICE DISC % EXTENDED TX. PRICE HYDRO FRAC 1 Service Call 1 Field Service Field Services: 8-3-17 - MOB TO JOBSITE WITH FRAC EQUIPMENT. SET PACKER. START FRAC. DEMOB FROM JOBSITE. 6 ST2 Service Tech: Mark VanWingerden 6 ST5 Service Tech: Tyler Ridgway 1 Field Service Field Services: 84-17 - MOB TO JOBSITE. CONTINUE TO FRAC WELL. DEMOB FROM JOBSITE. 6 ST2 Service Tech: Mark VanWingerden 8-4-17 6 ST5 Service Tech: Tyler Ridgway 8-4-17 1 Field Service Field Services: 8-7-17 - FINISH FRAC. SET TEST PUMP. START TEST. DEMOB FROM JOBSITE. 1 ST5 Service Tech: Tyler Ridgway 8-7-17 1 Field Service Field Services: 8-11-17 - MOB TO JOBSITE. GAS GENERATOR. RESTART. DEMOB FROM JOBSITE. 1 ST2 Service Tech: Mark VanWingerden 8-11-17 1 Field Service Field Services: 8-14-17 - MOB TO JOBSITE. GAS GENERATOR. TEST WELL. DEMOB FROM JOBSITE. 1 ST2 Service Tech: Mark VanWingerden 8-14-17 1 Field Service Field Services: 8-15-17 MOB TO JOBSITE, GAS GENERATOR. TEST WELL. DEMOB FROM JOBSITE. 1 ST2 Service Tech: Mark VanWingerden 1 Field Service Field Services: 8-16-17 MOB SITE, CHECK & LOG, FUEL GENERATOR, DEMOB 1 ST2 Service Tech: Mark VanWingerden 1 Field Service Field Services: 8-18-17 MOB SITE, CHECK & T SALE AMT. We appreciate your business. Thank you! FREIGHT SALES TAX TOTAL AMT. PAID TODAY BALANCE DUE Bill To: Anchorage Well & Pump Service, Inc. 330 East 76th Avenue Anchorage, Alaska 99518 (907) 243-0740 COREY FISCHER 8655 CROSS POINT LOOP ANCHORAGE, AK 99507 Invoice Invoice #: 20180282 Ship To: COREY FISCHER 9875 NEAR POINT DRIVE ANCHORAGE, AK 99507 SALESPERSON YOUR NO. SHIP VIA COL PPD SHIP DATE TERMS DATE PG. MARK VANWINGERDEN 25169 Net 10 12/14/2017 2 TY. ITEM NO. DESCRIPTION PRICE DISC,/ EXTENDED TX LOG, FUEL GENERATOR, DEMOB PRICE 1 ST5 Service Tech: Tyler Ridgway 1 Field Service Field Services: 8-23-17 MOB SITE, CHECK & LOG, FUEL GENERATOR, DEMOB 1 ST2 Service Tech: Mark VanWingerden 1 Field Service Field Services: 8-24-17 - REMOB TO JOBSITE. TEST WELL. PULL TEST PUMP, PIPE, AND WIRE. CLEAN UP AT WELL HEAD. DEMOB FROM JOBSITE. 2.5 ST2 Service Tech: Mark VanWingerden 8-24-17 2.5 ST6 Service Tech: Henry Martin 8-24-17 3 RIG Pump Rig/Boom Truck 2 EQUIPMENT WATER TRUCK 2 EQUIPMENT FRAC PUMP 2 EQUIPMENT PACKER AND HP STRING 6 EQUIPMENT GENERATOR 15 FUEL: GAS /DIESEL FUEL FOR FRAC PUMP AND GENERATOR ,500 WATER WATER 1 Top -Chlor -1 Gallon Top -Chlor -12.5% Sodium Hypochl 3 PVC -Tape Premium All Weather -Grey Subtotal -1 Z0602 DISCOUNT GIVEN: GOOD CUSTOMER DISCOUNT WELL DEPTH 525 FEET CASED TO 96 FEET STATIC WATER LEVEL 96 FEET 8-15-17 10:30 AM 303485 START r SALE AMT. We appreciate your business. Thank you! FREIGHT SALES TAX TOTAL AMT. PAID TODAY BALANCE DUE �Il>rl 0 Anchorage Well & Pump Service, Inc. 330 East 76th Avenue Anchorage, Alaska 99518 (907) 243-0740 COREY FISCHER 8655 CROSS POINT LOOP ANCHORAGE, AK 99507 Invoice Invoice #: 20180282 Ship To: COREY FISCHER 9875 NEAR POINT DRIVE ANCHORAGE, AK 99507 SALESPERSON YOUR NO. SHIP VIA COL PPD SHIP DATE TERMS DATE PG. MARK VANWINGERDEN 25169 Net 10 12/14/2017 3 TY. ITEM NO. DESCRIPTION PRICE DISC % EXTENDED TX. PRICE 8-15-17 12:20 PM 303864 2PM 8-16-17 11:00 AM 304368 8-18-17 9:30 AM 305217 8-23-17 10:00 AM 305330 8-23-17 2:00 PM 305850 8-24-17 9:00 AM 306070 ON 2:00 PM 306651 OFF 8-24-17 3:00 PM 306651 ON 3:16 PM 306742 OFF WELL PRODUCTION AT TIME OF THIS TEST 1.19 GPM - 91 GALLONS PUMPED 8-24-17 4:16 PM 306742 ON 4:33 PM 306834 OFF WELL PRODUCTION AT TIME OF THIS TEST 1.19 GPM - 92 GALLONS PUMPED 1 NOTE: FRAC HYDRO -FRAC: THERE ARE NO GUARANTEES OR WARRANTEES EXPRESSED OR IMPLIED AS TO THE CURRENT OR CONTINUED PERFORMANCE OF THIS WELL. We appreciate your business. Thank you! Carroll, Rebecca M. From: Cory Fischer <cjfischer@alaska.edu> Sent: Monday, April 2, 2018 1:59 PM To: Carroll, Rebecca M. Subject: Re: NEAR POINT LT 1 B-1 Follow Up Flag: Follow up Flag Status: Flagged Hi Becca, Sorry for not getting back sooner, there is no curtain drain. The original thought was code required it for water management on the uphill side of the house (living space partially below grade), but the soils drain so well there is just no need and code does not require. Also, I plan to grade and install gutters to ensure roof water is directed away from the uphill side of the house. I should be able to get you the pump install log and water sample results once the snow is gone (we are getting so close to summer!) Let me know if you have any other questions. Thanks, Cory 907-952-5148 On Tue, Mar 27, 2018 at 2:26 PM, Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us> wrote: Cory, Original inspection report had noted that tank and drainfield were installed downhill from a curtain drain. Resubmittal notes N/A. Was curtain drain not installed? If it was installed, we will need the separation distance between absorption field and curtain drain noted on the IR form. We will also need the curtain drain location to be shown on the site plan drawing. If no curtain drain was installed, we just need the pump install log and water sample results. Thank you, Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 1 o,. MUNICIPALITY OF ANCHORAGE ,ocnt 1./" On-Site Water&Wastewater Program :•.`sS•,. PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http alwww.muni.org/onsite epart ment On-Site Water & Wastewater System Permit Permit Number: OSP171068 Effective Date: 5/16/2017 Work Type: WellSeptic Initial Expiration Date: 5/16/2018 Tax Code Number: 04102177000 Site Legal Address: NEAR POINT LT 1B-1 G:2043 Site Mailing Address: Owner: FISCHER CORY J &AMBER E Lot Size in Sq Ft: 43395 Design Engineer: FISCHER CORY Total Bedrooms: 4 This permit is for the construction of: El Disposal Field Ei Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well ❑ 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: The Engineer needs to do an additional test hole prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As-built Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval. CQ— ( 6// / 7 Pe 9,j Ckanq411111iitet '17F� Received By: Date: / Issued By: Alffri. ,G, Date: /,I 1cc?� /7 Municipality of Anchorage i tp;IIImuut P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171033 COSA#: Permit#: OSP171068 PID#: 041-021-77 Legal Description: Near Point LIB-1 Engineer: Cory Fischer Applicant: Cory Fischer Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 28.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. (1 The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [Si Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: --671a-4;7 Approved by: A /� Name of Revi_ **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE iiirl Community Development DepartmentAlir----7-1h,,. ,:zr Phone: •47 -•�?� 790 47pDevelopment Services Division (N......"...." Fax: •'%'W•tc- •• 71 On-Site Water& Wastewater Program A ON-SITE SEWER/VVELL PERMIT APPLICATION a MAY Q 2 2017 3 1. ti Parcel I.D. 04102177 c-<< AC. Property owner(s) Cory Fischer Day phone 952'5 •`: 6 8 L 9 Mailing address 8655 Cross Pointe Loop Site address NHN Near Point Legal description (Sub'd., Block & Lot) Near Point Subdivision Lot 1B-1 Legal description (Township, Range& Section) Lot Size 43395 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial 0 Single Family (SF) ❑X (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. V l _ (Signature property ow r or authorized agent) Permit/Rush Fees: 71( Waiver Fees: Date of Payment: //�� 3 2 I Date of Payment: Air OJ Receipt Number: © Receipt Number: 2- I 1 i L Permit No. i ' it .n a 7f Waiver No. 05 V 17/033 Permit App__'-:•::_...c C0 - 1 June 15, 2017 Municipality of Anchorage On-Site Water and Wastewater 4700 Elmore Road Anchorage, AK 99507 RE: Near Point Subdivision Lot 1B-1 CO#1 On-Site Wastewater System To Deborah Wockenfuss, I am requesting a change order to convert the proposed 6' deep-trench system to a 4' five-wide system. This adjustment is in response to a silt layer discovered at the bottom of TH#4.Attached you will find the revised proposed design documents and soil/groundwater monitoring data for TH#4. Based off of the percolation rate found at TH#3 an application rate of 125 FTz/Bedroom is required. Proposed Soil Absorption System: Number of Bedrooms: 4-Bedroom Application Rate: 125 FT2/Bedroom (or 1.2 GPD/FTz) 4-Bedroom X 125 SF/Bedroom: 500 FT2 System Type: Five-Wide Depth of Infiltration Trench: 4 FT Required/Proposed Length: 50 FT There are no surface waters or known private wells within 100 FT of the proposed septic system.The two Class C wells servicing Stuckagain Heights B2 Lots 6/7 and Near Point Lot 1B-2 are more than 150 FT away. I am not aware of any adverse effect this system installation would have on any adjacent properties'water and wastewater treatment systems. I appreciate your consideration for this change order application. If you have any questions or need further information, please feel free to call me at 952-5148. Respectfully, Cory J. Fischer, P.E. O. . ....4 *�P, TH _ .�9*� • r/ . . . .Y.r J Pis . . . . .: . r •.No. E14 40.•' �.. Ci �1tFD PROFESSIdNP�-!"1." EAR kRINT SUB /IS0110 1 : - 1 �, CO HEIGx � t\........N SAUCKACAIN 5 6 • 711111111111111111111telk B OCK 2 7 �. NE ARP U\N� U 110' &E. EASEMENT jiii 1%111111i\illitt • A IN I I I I wWill litoil" .\=re se= pp co : Aga c 6 /1979 4. �W TANK 4j '`� 4' w•,vr�wc � 0441111H' � `1 OS ���.�. �1�•rc"�,3M II \1 `cnI _ \RESERVE QD CI' G� � ._\III• lik 6 ?c) , .. ��Off. 'NV g"CK 1 . O /‹.. • jcit... 4 ':Wf-I°0 / sns' j— - -Itr.•, ,,! 711 i\ ..* LEGEND' ../ i / —'�— S TEST HOLE tEll Loam YG4 lON I- -1. 1'.n n 4ays.6'N/6 / •*�('� MD SEPTIC SYSTEM PLAN , ,sF,.O.C,14 ,0,. � NOTE: CONTOUR INTERVAL 2 • ,► SCALE 1" = 100' ��� \xx -��~` _ NE.3,-80-10, ' SUBDIVISION _► 1B- 1 ~1-' Co * I NE ARP 01NT ° _____-- ler E L . ---- (PRIlPeSD) 10' . & E. EASEMENT 177 ,11.. co \ to .s iii,,,, s TH #1 2 \ . :/14/ 013 1.. \ 5 - ..-CO c> \RESERW SYSTEM L.-2 ri SEPTIC SYSTEM CD inril,F -702 P S -IROPOSED) 1 B f 2 T AA\\ # v 6 V1979 `` EPTIC TANK ' 6) '`\ ll— 1 A PROP 1SED • I RESERVE \v A\ `�' `� DR NFIELD 10 Q O 1.- ' `' , PRO'OSED) Il` il it Q \ 194' APPROX. !NL' ��� CROSS N ` ` O I� SECTION \ �\ r�� lk\��l TH 3 11 \ 917 i ' ,. H %\ *O4 EGEND .1. , i?,,, / ... .ate 0 . � / Val LocnoN MITN TOO PROTECTIVE RADIUS Ap'°Rpx 4 , .... 0 ` / TEST HOLE DESIGNA1!ON MD LOCATION 10 T. & E. / o .1, her NOTE: CONTOUR NTERVAL 2' 4 ' . ' !c ....,„ -,,,:i. 1 \ . . (81V ° O.CE 4849.::,tr'' BLOC\& WELL A D SEPTIC SYSTEM P ,1``��pROfESS10N� .� L -PT1C SYS ial `��`\`1� \ I SCALE 1" = 50' \EAR POl \ T SU3D VISIO\ LOT 13- 1 CO /CLEAN OUT EXISTING /GRADE DOUBLE CLEAN OUT 4' SOLID 1 PIPE 1 HORIZONTAL FOUNDATION - /45 DEG BEND .. 1-2%-... -t. L 1.5+-f 2 COMPARTMENT, 1250 1 '-4.5' I 10' GALLON SEPTIC TANK jL-4.5-*-2' 4' I 6.5'--4 .411 CLEAN OUT EXISTING GRADECLEAN OUT MONITOR TUBE TUBE z_ PERFORATED PIPE y /FILTER FABRIC � SHALL BE LAID LEVEL i Emmy/ .F. § n COARSE GRADED SEWER ROCK cr., PERF PIPE /- 1 PERF PIPE 1 50' 1 NOTES ��,-.��‘,1 1) 5' WIDE SYSTEMa►� .••'••. 2) SIDEWALLS SHALL BE RAKED, IF SMEARING IS PRESENT f��Ameg•.• `4 .:yto 3) 4' ASTM D-3034 SDR35 PVC PIPE(PERFORATED AND SOIJD) * TM 4\ *( 4) SLOPES 2%MIN - 20%MAX (EXCEPT 10' PRIOR TO TANK AND PERFORATED PIPE) ei 5) PIPES SHALL BE LAID ON UNDISTURBED SOIL AND BEDDED TO THE SPRING UNE l 6) BOTTOM OF DRAINFIELD SHALL BE LEVEL / ****** Ory"J.FI her . lif:,, 7) MECHANICAL COUPUNGS (FERNCO OR EQUIVALENT) ON TANK CONNECTIONS. ALL OTHER FITTINGS SHALL BE SOLVENT WELDED Ij �• /_�!s �� 8) BACKFILL OVER DRAINFIELD SHALL BE MOUNDED 6• ABOVE SURROUNDING GRADE. (����'/��(.•�j�o.C 14840••v��� SEPTIC DES G\ F� ••......• (7 SCALE 1" = 10' 111A:kx-v��~~ May 13, 2017 Municipality of Anchorage On-Site Water and Wastewater 4700 Elmore Road Anchorage,AK 99507 RE: Near Point Subdivision Lot 1B-1 On-Site Wastewater System To Whom It May Concern, I am requesting a variance to the required 50ft horizontal offset for soil absorption systems to the top of a slope >25%. The property in question borders a road with a cut bank slope of approximately 60-70%. Due to the topography and vegetation to be preserved the proposed drainfield is approximately 28ft horizontally from a change in slope>25%. Please see the provided topographic site plan and cross-section for further clarification of the existing and proposed conditions. I request this variance be granted on the basis of the newly proposed 15.65.201.13.1.e. verbiage: "20 feet up-gradient from and manmade or natural break in the natural slope of the terrain where the slope changes to 25 percent or greater with a drop in surface height less than ten feet below the invert elevation of the horizontal drainpipe,except as allowed under the 'steep slope' provisions of this code." The approximate elevation differential from the toe of the adjacent slope, to the height of the ground surface where the drain pipe is located, ranges from 12ft at the closest horizontal offset (28ft) to 14ft at a horizontal offset of 50ft. The proposed depth to the top of the drainfield piping is a minimum of 4 ft. Sufficient depth of the drainfield will be maintained to ensure that there is less than 10' vertical differential between the drain pipe and the toe of the adjacent slope, for any areas where the grade changes to >25% and is not farther away than 50ft. I am not aware of any adverse effect this variance would have on any adjacent properties'water and wastewater treatment systems. I appreciate your consideration for this variance application. If you have any questions or need further information, please feel free to call me at 952-5148. Respectfully, Cory J. Fischer, P.E. . / 1:0 • • ►•►Y his« er � • S�Ile !7 isf• No.CE14840.• � ,‘‘1,0 ROFEsslo_'w Co-4c NEAR POINT SUBDIVISION LOT 1B- 1 EXISTING GRADE !FILTER FABRIC BURNING / PERF PIPE BUSH DR / SEWER ROCK NOTES _4�—����‘, 1)TOPOGRAPHY IS APPROXIMATE(DEPTH OF DRAINFIELD SHALL BE SUFFICIENT TO ENSURE NO MORE THAN 10' OF ELEVATION CHANGE ....',740.-11111' `_• •••••,44;.4:14 i FROM ADJACENT TOE OF SLOPE TO TOP OF DRAINF1ELD) �� �' I� .,,9000 *:' . TM 1\ '•.* 6 �� °:ry"Fi'sc CROSS— SECTION 4 -s�O.N*.CE1 8401. SCALE 1" = 10' l,l4\������~` Co Municipality of Anchorage (ENGINEER'S SEAL) • • Development Services Department ��l ��\�, Building Safety Division r ••., l+� r On-Site Water and Wastewater Program �� ••�1�•• /• / j 4700 Elmore Road /�*: IL + ••*/// i P.O.Box 196650 Anchorage,AK 99507 %••• •� Y www.ci.anchorage.ak.us F ••i (907)343-7904 // •,,'. i f,?i Soils Log - Percolation Test ��V.„es; �;��= Performed For: Cnry/Amher Fischer Date Performed:6/4/17 Legal Description: Near Point Subdivision Lot 1B-1 Township,Range,Section: Slo•• Site Plan , Depth (Feet) OB/OG 6” '\ " 1- V 2 GW-GM OG o 4- 35' GW W H#4 5- 6_ 90' 7- 8- WAS GROUNDWATER 9- ENCOUNTERED? NO 5 10- IF YES,AT WHAT DEPTHS N/A I _...milii______ 10a`— Depth to Water After 11- SW Monitoring? 1H1rf1PfE 12- Date: 6/11/17 _ 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- BOH @15.5' 16- SILT - 17- 18- 19- 20- PERCOLATION RATE Imnutessncnl PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS NO GROUNDWATER OBSERVED AFTER SEVEN DAYS OF MONITORING. PERFORMED BY: Cory Fischer I Cory Fischer CERTIFY THAT TI-US TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6/4/17 Municipality of Anchorage (ENGINEER'S SEAL) Development Services Department ,l-,...e N. Building Safely Division f !'ll • 7 !�� ) On-Stte Water and Wastewater Program ' �) _'� , j 4700 Elmore Road /* i• A •*4 1— P 0 Box 196650 Anchorage,AK 99507 %" r � www ci anchorage ak us /• ry F!r (907)343-7904 r /'' Sr 11 Si �s'•ddo.CE 41340,:�?.,' Soils Log - Percolation Test +1tkFh� _ ��=� Performed For C:nry/Amber Fischer Date Performed 5/9/17 Legal Description. Near Point Subdivision Lot 1B-1 Township,Range,Section Slope Site Plan IDepth II (Feet) I ' • I 1- OB/OG 2- GW-GM \ , 3- OG "a '--40._:_ GW 5- 45 BOH`.5' TH .\ . 6- 80' , \ _ 7- 8- _ _ _ _ _ WAS GROUND WATER 9- ENCOUNTERED? NO s 10- IF YES.AT WHAT DEPTH? WA o _../010---- 1 0% __________ Depth to Water Aftera _ --._-- 11- Monitoring? N/A E -- 12- Date N/A 13- 14- Reading Dale Gross Time Net Time Depth to Water Net Drop 15- 9.5" 5/9/17 B:19pm/8:24pm 5 Min 5.5625" 3,9375" 16- 9.5" 5/9/17 8:26pm/8:31pm 5 Min .5.75" 3.75" 17- 9.5" 5/9/17 8:32pm/8:37pm 5 Min 5.8125" 3.6875" 18- 9.5" 5/9/17 8:39pm/8:44pni 5 Min 5.9375" 3.5625" 19- 9.5" 5/9117 B:45pm/8:5Oprn 5 Min 6.125" 3.375" 20- 9.5" 5/9/17 8:51pm/8:56pm 5 Min 6.1875" 3.3125" 9.5" 5/9/17 8:58pm/9:03pm 5 Min 6.25" 3.25" PERCOLATION RATESee Next Paq 'wile tnchr PERC HOLE DIAMETER 9" TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS Hole was soaked per EPA guideline.Due to perk rate test time was reduced to 5 min to maintain EPA guideline water depth PERFORMED BY Cory Fischer I Cory Fischer CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 5/9/17 Municipality of Anchorage (ENGINEER'S SEAL) (I::;Pr Development Services Department �`"���t\� Budding Safety Division 4 •••' tk� On-Site Water and Wastewater Program �/�••.� ft . 4700 Elmore Road Sidi; •' i• .1\ -�•-" P.O.Box 196650 Anchorage,AK 99507 •• .. . www.ci.anchorage.ak_us r (907)343-7904 Ira,, .�/l e: 0.1•",•<,v," Soils Log - Percolation Test i!�h`\`FS;;::=� Performed For: Cory/Amber Fischer Date Performed:5/9/17 Legal Description_ Near Point Subdivision Lot 1B-1 Township,Range,Section: Slope Site Plan Depth A (Feet) 1- OB/OG 11 2- GW-GM 3- OG �� . 4- 45' GW 5- OH @ 5' TH 8 6- 0' 7- 8- WAS GROUND WATER • 9- ENCOUNTERED? NO 5 10- IF YES,AT WHAT DEPTH? N/A o ----`�1 0 Depth to Water After a 11- Monitoring? N/A E 12- Date: N/A 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop I 15- 9.5" 5/9/17 9:05pm/9:10pm 5 Min 6.3125" 3.1875" • 16- 9.5" 5/9/17 9:11pm/9:16pm 5 Min 6.3125" 3.1875" 17- 9.5" 5/9/17 9:18pm/9:23pm 5 Min 6.3125" 3.1875" 18- 9.5" 5/9/17 9:24pm/9:29pm 5 Min 6.375" 3.125" 19- 9.5" 5/9/17 9:31pm/9:36pm 5 Min 6.5" 3" 20- 9.5" 5/9/17 9:38pm/9:43pm 5 Min 6.625" 2.875" 9.5" 5/9/17 9:44pm/9:49pm 5 Min 6.625" 2.875" PERCOLATION RATE 1.7 (minutealincn) PERC HOLE DIAMETER 9' TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS Hole was soaked per EPA guideline.Due to perk rate test time was reduced to 5min to maintain EPA guideline water depth. PERFORMED BY: Cory Fischer i Cory Fischer CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 5/9/17 MUNICIPALITY OF ANCHORAGE +6.31,s.ti>.*ti,a DEVELOPMENT SERVICES DEPARTMENT �� �� c 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 i49th SOILS LOG - PERCOLATION TEST :4G�`'� .. .;.,�^v� ' MICHAEL E. ANDERSON t � LEGAL DESCRIPTION: , LOT IB-1, NEAR POINT SUBDIVISION ����/ No. CE-4391 PERFORMED FOR: JOE HENRI ♦��1f� .� ESSIC Pt-•� DATE: 8/14/2013 PROJECT No.: /� ESR� �� PARCEL ID#: TECHNICIAN: M. ANDERSON Professional EngineersStamp: DEPTH TEST HOLE 1 (led) OB/OG SLOPE SITE PLAN 1 d 2 3 Q • 4. 4 5 ° 2% SEE SITE PLAN to • 4 6 4 7 — ° . 8 — WELL GRADED GRAVEL WITH SAND 9 ° 4 GW/GP •10— WAS GROUND WATER ENCOUNTERED? No a • 1F YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 5% 11 DATE OF MONITORING: 10/3/2013 • 12 GROSS TIME NET TIME DEPTH ro NET DROP 13— . DATE READING (MINUTES) (MINUTES) WATER (INCHES) (INCHES) 14 ° BOH @ 14' TEST HOLE PRESOAKED PRIOR TO TESTING: 15— 8/16 1 8:13/8:23 10 .75"17.50" 6.75" 2 8:24/8:34 10 .63"/7.38" 6.75" 16 10 .75"/7.38" 6.63" 3 8:35/8:45 17 4 8:46/8:56 10 .6377.38" 6.75" 18 5 8:57/9:07 10 .63"/7.38" 6.75" 19 6 9:08/9:18 10 .7577.50" 6.75" 20 PERCOLATION RATE:1.5 (MIN/INCH) PERC. HOLE DIA• 8" (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: 8/23/13 V - - . •,• ' " & NG . . . A ,,,.. SOILS LOG ..../ - . ,....LiTRACTENG eS ASSC „ .," ENGINE G ANDS RVEY1NG 212 E. INTE TIONAL AIRPORT ROAD 1:3 PERCOLATION TEST ANC GE,ALASKAI 99502 tV13 P ONE - "kaN PERFORMED FOR: • ---C)-e.,, %-1 ev,„ir'‘ - --- — DATE PEFORMED: . ..1..)lin,42- 61 et1.9 LEGAL„DESCRIPTION: 1-Vs.N.C.:7 E s-r%.) c V.A,ciki IQ ‘AGI'S Su Rill I SLOPE I S_ITE PLAN 1 I— • I _ LT_ —_ -- —1 ' A ov...‹.....Nute_.s 1 2 A'' . 14. _....._1.... . — • -al . 3 - - I I 1 1 i 1 I 4 . 4 7- i - - -I---1- 1 . • . - -1 _ 6 ..,' . . (IA .$) _ 4 .---jr _... -111 lli ___• 6 .., : G Lr '1 c=r24\7 -•c_ (G VI) 7 A loo .c. - _l____ t______1__ q3D I __ i , j A 1------ L 1 I -r- ii—L- ___I__ i .1.__________. 8 • i 4 ' .1 _„.i_J 9 I FLI___ _._ 1 . 1 . I _ I 1 I I i _ ... 10 : 4 , 7-1---1-----ri- -TI-----1--.-1 - 1--- i 1 1 •• '' . WAS GROUND WATER 1..k S • I 1- r 4-- 1 -i ENCOUNTEFIED7 No L 1 lii ' 1 1 1 . 12 4 ... P 7 • 1 1—T r-r : IF YES,AT WHAT E i.___i._.+ I . 1 1 I 1 - - DEPTH?. ' ' L_...i_. . . i_ i . I 13 i .._, _ .. ___ _. _ • . . , ... . 14 d Reading Dote Gross Net - Depth to Net . Time Time Water Drop 16 , 16 -. el et)-t-VO i.1,- o t 17 4.1••"*14‘11111 473 OF A4 ll .16 18 • 76,1"a, . • Art j,k1t*.e. ...! ; ...- .. 1.1 19 if .49 T N 00 1 4•...-$,,..., • . 111 : ateeps,:e.--1::„....;5447........0e., • 1 20 •r•osetiose 0 ,..:‘, Ralph B. Jokela .1" .f2frFICOLATION RATE IminutestinchI -0 .• CE 1995 -'. f c:. s• • . -.TEST RUN BETWEEN ...._—. FT AND ___-- FT e siz, •.. •• •.: •4..-44,,, ........• ,s,‘.., COMMENTS kkwk PrUleSSICI4'L-4P • -74'Nk Neoe..... —.-----------. -------_ PERFORMED BY:_ _„..,L1 `...27.0t4,4e/— CERTIFIED BY: orsi .--. •-•-"S...„,..a.-- ----/:-.- DATE: 6'.- 72.008(7/761 • MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 On-Site Water & Wastewater Program Fax: 907-343-7997 Septic System Owner-installer Agreement A real estate property owner(Owner) may install their own septic system. The department may issue an approval for a homeowner to perform work on a conventional (not AVWVTS) on-site wastewater disposal system to serve that individual's owner-occupied, single-family or duplex home if the homeowner satisfies and agrees to the following requirements. The property owner and excavation equipment operator may perform work on no more than one owner installed project in a 12-month period. As owner of (legal description) Near Point Subdivision Lot 1B-1 I agree the following items are true and accurate. 1. My experience installing septic systems is as follows. I am a Registered Professional Civil Engineer in the state of Alaska. 2. The name of the excavation equipment operator is. Tony/Cory Fischer 3. There will not be compensation for installation services rendered. 4. I will be actively involved with the septic system installation at all times. 5. The name of the inspecting engineer is Cory Fischer 6. I agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.150. c. 2-hour minimum advance notice given to the On-site Water & Wastewater Program for all required municipal inspections. 7. I agree any changes I make to the items listed above will require a new approval before performing work. 8. I agree to have the project-specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. Owner's printed name: Cory Fischer Owner's signature: Date: 5/4 Septic System Owner Installer Agree nt_Feb2015.doc