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Home My WebLink AboutT15N R1W SEC 8 LT 53rf�L1 *"5?"e. k k r �,,^�,��":-��3` -.'y.f ,fit a� `,�,^a� �'s a. a�-.!,�"• s riiii iimi�i i 1 1 1 iiiq�iiii �r '` MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program Po Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907)343-7904 Fax: (907)343-7997 http://www.muni.org/onsite On -Site Water System Permit Permit Number: OSP211126 Work Type: Well Upgrade Tax Code Number: 05109228000 Site Legal Address: T15N R1 W SEC 8 LT 53 G:1357 Site Mailing Address: 20671 OLD CRANBERRY DR, Chugiak Owner: ANLIKER BLAINE Design Engineer: NORTH RIM ENGINEERING This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date ,�cnc °Ltir S� f a c C, Department Lot Size in Sq Ft Total Bedrooms: 5/512021 515!2022 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 (2417). 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: y To close out this permit, please submit the following: f 1. Well log c 2. Pump install log s j k 3. Water sample results for total coliform, nitrates and arsenic f, 4. If the original well will not remain in use, it shall be decommissioned and a decommissioning log submitted to i Onsite. Received By: Date: S / Issued By: Date: MUNICIPALITY OF ANCHORAGE Development Services Department ;'.A - Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-092-28 Property owner(s) ANLIKER BLAINE Mailing address 20671 Old Cranber Site address same Day phone 529-0193 Legal description (Sub'd., Block & Lot) T1 5N R1 W SEC 8 LT Legal description (Township, Range & Section) 11 II Lot Size 108,900 Sq. Ft. Number of Bedrooms H 53 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank ❑ Upgrade ❑ X Duplex (D) ❑ Holding Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property f � r or authorized agent) Permit/Rush Fees: 2 Waiver Fees: Date of Payment: 6 420.2 1 Date of Payment: Receipt Number: 04/(o 2 1h Receipt Number: Permit No. C�5e Z ) I [ 2 6 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211126, Rebecca Carroll, 05/05/21 Carroll, Rebecca M. From: tan|iker <tan|iker@ao|zom> Sent Wednesday, December 19.2O1811:43AK4 To: Carroll, Rebecca K4. Subject: RE: Re: FW: Drinking Water Test Results Follow UpFlag: Follow up Flag Status: Flagged Thanks Becca, The septic for the house is not built since the house is not built. Before we proceed with anymore build we would address the low flow well. Please let us know if the engineer does not answer your questions or if there is anything else you need. We do not want to be in violation of anything or accrue fines. Thank you. Tina Sef",r via Ir"he Samsung Galaxy S7, an AT&T 4G LTE smartphone Original message From: "Carroll, Rebecca K4."<rebecca.cannU@anchonageak.gov> Date: 12/19/1811:19AM(GK8T-O9:0D) To: tan|ikpr«tanlike r@aoicnnn> Subject: RE: Re: FW: Drinking Water Test Results Thanks Tina, I am still waiting for the engineer to get me a resubmittal to address my other review comments for OSPI 51290, but this checks off one of them. Once | get those corrections, that will close out USP1S129O. Asfor O5P151287 if the septic that was to serve the proposed house hasn't been installed, we would expire the permit. In the future, if you proceed with building the house, the septic permit would need to be renewed and reviewed against our new code. In addition, it appears that the well only produced 0.12 gallons per minutes, which is only enough for aIbedroom residence. So that would need to be addressed in the future if a 2+ bedroom house was going to be Let meknow if you have any question about any of this. Becca Carroll Onsite Water and Wastewater Municipality of Anchorage Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page l of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: �S l�/S� z �d PID Number: (D,51 d %22 $ Dwelling: ,® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project:/IFI�New ❑ Upgrade Name: ! K ABSORPTION FIELD ❑ Deep Trench Shallow Trench ❑ Bed ❑ Mound Address /3 G Z 4 ❑ Other Phone 4 Number of Bedr oms Soil Rating Total depth from original grade Z ! ` Ql 3 / 21, GPD/SF S Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade S.5 Ft. Gravel depth beneathpipe Ft. Subdivision Block Lot Fill added above original grade n Ft Gravel length y ,j a Ft. ✓-( Township Range Section � � Gravel width Ft. Beds: Number of Lines Distance between lines — Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer. Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 390 0 Fe -- Ft. Well_ Go ZJr TANK Septic ❑ S.T.E.P. []Holding ❑ Other Manufacturer r— ICapacity �� Q Gal. /GG Surface Water GU 6G Material Number of compartments Lot Line LI'� 0 � NA .. Foundation LIFT STATION Manufacturer Capacity Q Curtain Drain r _ Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at Pump make and model Electrical Inspections performed by Installer Al PIPE MATERIAL H ouse to tank Tank to 1) [� drainfield ��o3 Drainfield 3 CO/MT D Inspector % f�, BENCH MARK (Assumed elevation) �QQ ft Inspection Z� / /� dates: 6 Q Location and description �- / 3b 4m A c Fa,, a� C. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: apate ra Y 0 O Approved ��1 �� t~ � 4,� �i b,��:: s w ��CC, Date ! � �� j � .� } ,\ t_ ��L�1ti�Ms` Incnarfinn Rannrt Q_1_10 A— 75 d 0 L i d U 4 P� QJ - Flat Terrain Well Over 100'1 Flat Alternat Terrain Flat Terrain Propos MT /CO TRENCH Flat Flat Terrain Proposed Terrain O 4 BdrM Flat Terrain ��V Flat v Terrain Well Over 100' 1250 Ga on k Well 0 i -R100 2 Bdrm SVlo/p 1 Flat Terrain Flat New 1000 Gallon Septic Tank ST12 Flat Terrain TH3J 3 DC❑1 Terrain MT/CO C❑1 — — — — — — Tom— 50' ROW o lternate EW TRENCH TRENCH A - M A A B ST1 64 12 ST2 66 18 DC❑1 67 20 C❑1 61 26 — MT/CO 33 48 Well Radius 100 NORTHR/M ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.7028 1" = 50' T15N R1W SECTI❑N 8 LOT 53 SHOP WASTEWATER RECORD RECORD SHOP ONLY Date: 12/27/1812 of 3 Septic c- u c oj L 1- 06 y U -P Ln +1 :3 0 c o m rn U II Cj) c c In 0 0 :p n 0 > 0 ai N In -P :31 1 0 CD (4- 0 d-5 (YTL 0) d > 0 u E-1 y In c-0 (T C5 OW L, Mr. in Ln '4 N CD (4- 0 00 (YTL E-1 In ti 0 Lj 0 0 Ln co LnCll F—I > 'T4 � 0i LLJ LLJ Ej, > ED M I I I -u ry n 7 - Li Lj p -Q U (Y) 0- 06 LL- L L - Qi LLJ: F CL U') > Cl) lq- -:p -E CTN (�j U 0 -0 Li in Ln '4 N (4- 0 00 E-1 In ti Lj Ln co LnCll F—I � LLJ LLJ LLJ ED N F ---i u > ED M I I I rl/ : ry n 7 - Li Lj U (Y) H' u n LLJ: F CL SOILS LOG — PERCOLATION TEST Date Perf ormed: 11/1/16 Legal Description: T15N R1W Section 8 Lot 53 Organic 2 3 4 - SP Sand 5 - W/ Gravel 6 7 10 12 13 14 15 16 17 18 19 20 21 - I Comments: TR Location: See Attached Design Groundwater? No Depth Water Depth After Monitorino.None Date: 12/1/16 # Date Gross Time Net Time Depth Net Drop 1 11/1 0 7# 2 11/1 10 10 min. MY 3,5" 3 11/1 12 -- 7# -- 4 11/1 22 10 min, 10.5'y 3,50 5 11/1 25 -- 7# -- 6 11/1 35 10 min, MY 3,5'y 7 11/1 37 -- 7# -- 8 11/1 47 10 min, MY 3,5" 9 11/1 50 -- 7# -- 10 11/1 60 10 min, 10.50 3.5" Percolation Rate 3 min,/inch Perc Hole Diameter Test Run Between 3' and 4' 6// Per -Formed By NorthRim Eng, 1 2- CERTIFY THAT THIS TEST WAS Per -Formed in Accordance with State/Municipal Guidelines in Effect L/ ON THIS DATE, DATE: AINNOW I / S OF NORTNRIaV1�;sm. TESTHOLE LOG TH3 ENGINEERING .... PO Box 770724 .. . ..... Eagle Rlyer; Alaska 99.577 9OZ 694.7028 GEOTECHNICAL r°atil/1/16 fT . 3 of 3 Certified Drilling Log, O DOC CO dba BILL Sc COLE ��►ULLIVAN WATER WELLS rtP.O. Box 670269, Chugiak, AK 99567 6$$-2759 OWNER OF LAND: Blaine Anliker ADDRESS: PO BOX 670228 Chugiak, AK 99567 LEGAL DESCRIPTION T15N R1W SEC 8 LOT 53 DATE: 9-23-15 PERMIT NUMBER: OSP151290 DATE OF ISSUE: 5-28-15 TAX IDENTIFICATION NUMBER 05109228000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable.tool Depth of Well: 400' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 204. feet Liner type Static Water Level: 106.5 feet Recovery Rate 7 ❑ gpm ® gph Method of Testing Air Well Intake Opening Type: ❑ open end ®open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 2 4 4 40 40 48 48 60 60 83 83 175 175 189 189 282 282 i 400 Casing Stickup Overburden Hardpan Hardpan w/ Clay Tight Silty Sand & Gravel Gravel & Clay Clay Gravel & Clay Sandstone Shale Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. t1/ DevelopmenT Services Department Building Safety Division On -Site VV&er di Wastewater Program 4700 Elmore Road z .0 k :N1 y -^ P.O. Box 196650 " e, AK 99507 Anchorage, s A E r Y Mark Begich 9 Mayor www.muni.org/onsite (907)x+343-7904 p Fume �nsta��C�ft Log Well Drilling Permit Number: SW Date of Issue: Parcel )Identification Number: 051 69 Z -28 Legal Description Property Owner ame & Address: Pump Installation Date:%r Pump Intake Depth Below Top of Well Casing: �bDfeet Pump Manufacturer's Name: ( t� Pump Model: $ 52c Pump Size I hp Pitless Adapter Burial Depth: i feet Pitless Adapter Manufacturer's Dame: Pitless Adapter Installer: Well Disinfected Upon Completion? es ❑ No Method of Disinfection: 140C '713 Comments: +0.m ANCHORAGE WELL & PUMP SERV. Pump Installer Flame: 330 EAST 76T" AVENUE ANCHORAGE, AK 99518 PHONE: 907-243-0740 AWPS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE Community Development Department r Phone: 907-343-7904 On -Site Water & Wastewater Program Fax: 907-343-7997 Septic Svstem 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) o�bp rM,n. �C`Fagree the following items are true and accurate. 1. My experience installing septic systems is as follows. 2. The name of the excavation equipment operator is. &_k /` f S- g� !, 3. There will not be compensation for installation services rendered. 4. 1 will be actively involved with the septic system installation at all times. 5. The name of the inspecting engineer is 05C4 6. 1 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. 1 agree any changes I make to the items listed above will require a new approval before performing work. 8. 1 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:. �lG(�nP, a /1;4�if I Owner's signature: .��/��sr-� Date: te' Septic System Owner Installer Agreement_Feb2015.doc Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit OSP151290 05109228000 Septic 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 Initial Permit Effective Dates: August 28, 2015 to August 27, 2016 Design Engineer: NORTH RIM ENGINEERING Subdivision: T15N RIWSEC 8 Site Legal Address: T15N R1W SEC 8 LT 53 G:1357 Owner/Address: ANLIKER BLAINE PO BOX 670028 CHUGIAK AK 995670028 Site Mailing Address: Lot Size in Sq Ft: 108900 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The entire subsurface disposal field and alternate of the shop system is not within a 30 foot radius of a percolation test. The Engineer needs to do two additional percolation test prior to the construction of the septic field. 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. AMC 15.65.060.B.3 Received By: Issued By: Date: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. (~) .~'/ Property owner(s) Mailing address Site address Day phone Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size .Z/G~..~'~O Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) AbsorptiOnseptic TankField ~[~ Upgradelnitial 'I~ Single(w/woFamilYADu)(SF) ~ Duplex (D) Holding Tank U Renewal [] Multiple Dwellings Privy [] (SF and/or D) Pdvate Well [] Water Storage [] 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. (Signature of property owner or authorized agent) Permit/Rush Fees: ~(,,~ - Date of Payment: ~'lt~. I[¢ ('~ Receipt Number: O~O~ ,~ PermitNo. ~SJCJ.~ j'~b Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_9-1-12.doc Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP151287 05109228000 WellSeptic 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 Initial Permit Effective Dates: August28,2015 to August27,2016 Design Engineer: NORTH RIM ENGINEERING Subdivision: T15N R1W SEC 8 Site Legal Address: T15N RIW SEC 8 LT 53 G:1357 Owner/Address: ANLIKER BLAINE PO BOX 670028 CH UGIAK AK 995670028 Site Mailing Address: Lot Size in Sq Ft: 108900 Total Bedrooms: 7 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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 feast 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By; ^~"-/~ ~ / /IUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. (~1.~'! '- 0¢~.' ZO~ Property owner(s) ,~/~ ,~ ~ ~/, Mailing address ¢0 ~ ~ZOO~ Site address Of~ ~? Legal description (Sub'd., Block & Lot) ' ~ Legal description (Township, Range & Section) Lot Size Day phone Number of' Bedrooms APPLICATION IS FOR: APPLICATION IS AN: (l~ all that apply) Absorption Field ~ Initial Septic Tank Upgrade [] Holding Tank Renewal [] Privy [] Private Well Water Storage TYPE OF DWELLING: Single Fa~L.~) ,/~ Duplex (D). [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. p perty owner o/~authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: PermitNo. ~l~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_9-1-12,doc ENGINEERING MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 tel SteveEngPE@gmail.com Date: 8/17/15 To: MOA On-Site Services Subject: TISN R1W Section 8 Lot53 New Septic Systems Number of Pages: A lot is being developed. This is a large lot with 50' ROW's. A 4-bedroom house and shop will each have a separate septic system. The shop will be sized at 3-bedrooms. A water well is also being sited. No conflicts exist with the neighboring lots. A number of soil tests in the area reveal sandy soil with gravel and no groundwater. The design calls for two 5'- wide trenches. Two new soil tests were completed to verify the soil. The entire area is on wells and septic systems. The terrain slope is flat. Please review the wastewater system designs and well site. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-Ste~ ENGINEERING % ~/1~;~ T15N R1W Section 8 Lot 53 SPECIFICATI~~~N GUIDELINES Wastewater System Sizing: T~s is a new 4-be&oom, single t~ily home. 2 sep[tic systems ~i1 be b~lt; for house ~d shop. Most neighbor lots ~e developed. These lots ~e large ~d ~e se~ed by private water wells. No adverse impacts ~e expected from development. No conflicts to the other lots will t&e place by this septic system construc6on. The easements ~e located on the &awing and are not encroached upon. Soil tests revealed sandy soil wi~ low silt. 2 soil tests were identical. ~ application rate ot 1.2 GPD/FT~ with 0.5 re&ction factor for utilizing a 5' wi& ~ench. House Trench Length = 500 FT~/5'x .5 re&ction factor = 50'; 1 line ~ 50'. Shop Trench Length: 375 FTa/5'x .5 re&etlon factor = 3g'; 1 line ~ 38'. No bedrock was encountered or groundwater was enco~tered. 1250 GMlon t~ for house, 1000 gallon t~ for shop. Specification Requirements: All components ~d work must comply with the Municipality ot ~chorage Specifications (AMC) & State otAlaska DriVing Water Regulations and Wastewater Reg~ations. Two comp~ment, 1250 gallon septic t~k for house, 1000 gallon t~ tot shop. Wateaight couplings on inlet & outlet. New Double Cleanouts. 5' minim~ between ~e ~ and trench. 10' to propeay lines. · 3' of cover or insulation is required tot trench; 2" Minim~ tl~c~ess tot insulation c~ substitute for 1' cover. · T~ & solid pipe must be set on well compacted, stable soil. · 4 inch diameter cleanouts with ai~ight caps are req~red 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each trak comp~ent, ~d two adjacent opposing cl¢~outs bergen ~e t~k ~d ~e abso~tion field, not more ~an 10' from the ~ positioned to provide cle~out access tow~ds the ~ and towards · e absorption field. All cle~outs must extend to at least gro~d level. In solid pipe r~s, ASTM D-3034 may be used in lieu of cast iron. Trench to be level, minimum of 4' to groundwater, 6' to bedrock kom &~n-rock. Drain ro& to be ~ inch to 2 ~ inch screened. Drain rock to be dis~ibuted ~ito~ly t~ou~out the trench. · Perforated pipe to be ins~lled level wi~ perforations down. Silt ba~mr (filter fabric) to ~e installed above ~e &ain rock. Sme~ed trench sides must be r&ed or sc~ified before &~n rock placement. · Backfill over drain rock must not be less th~ 36". The finish grade must be molded to promote &~ge away kom ~ench. Insulation must be placed over ~y pipe installed ~der driveways or p~king ~eas. Approved pipe materials inclu& cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, · Sewer Service Line is minim~ 2% slope. Septic T& to be p~ped eve~ two yeaxs or when required. · Insulation bo~d to be exuded direct burial polystyrene (Dow Styrofo~ HI/equal) V/eL[ Over 100~1 FLat Terrain Alternate TRENCH Flat o Flat Terrain FLat Terrain House 4 Bdrm NE~/ Terrain TRENCH MT/CO FLat Terrain TH Flat Terrain V/ell 1,1,01 Proposed V/ell Flatc Terrain Over lO0' Flat Terrain Terrain 50' ROY/ Shop Flat a~ ~)err TH _ /---/ / / Terra / .~__~Alt;erno, t;e / NEW New 1000 Gallon/ TRENCH '-----" TRENCH Septic Tcmk w/I)CO's Flat Terrain FLat; Terrain DESIGN NOTES: 1. Total Depth of Both Trenches is 7,5'. ~ ~ ] Flat Terrain. 2. Sewer Service Line minimum 2% slope./~ I % 5. Private Water Wells. / ~. R~,~~,o0 I ' Sep't:ic NOR THRIM 907.894. 7028 T15N Ri~/ SECTIDN 8 LOT 53 ~/ASTEV/ATER DESIGN 2 NE~/ SEPTICS 1'=50' PLAN LAYOUT 8/88/15 ? 3 u 0 fl. Eli 0 c OJ c > 0 0 CT Ohl h ~- 0 _C U 0 0 00~ = ~-~ c- 0 n r~ 0 ~c c > 0 0 O- Obi -{2 C Q- 0 +~ C c 0 IX THRIM? ENGINEERING SOILS LOG - PERCOLATION TEST Date Pen¢or'med: 8/~0/15 Pep¢opmed Fop: Blaine Legal Description: T15N R1W Section 8 Lot 53 DEPTH (FEET) 15 - 17 ~9 80 - Organic T,H, Location~ See Attcched Design SP Sand w/ Graver Groundwater? No Depth -- Water Depth AFter Monitoring,None Date: 8/17/15 Comments: Preqoakpd, PerFormed By--g, PerFormed in ON THIS DATE. # Dat;e Gross Time Ne't Time Dep'th Net; Drop 1 8/17 0 -- 7. -- 2 8/17 10 10 rain, 10,5" 3,5" 3 8/17 12 -- 7, -- 4 8/17 22 10 mir, 10,5~ 3,5' 5 8/17 85 -- 7,, -- 6 8/17 35 10 mir, 10.5' 3,5" 7 8/17 37 -- 7,, __ 8 8/17 47 10 min, 10.5" 3,5' 9 8/17 50 -- 7' -- 10 8/17 60 10 min, 10.5' 3,5' PercoLation Rote 3 min,/inch Perc Hote Diameter 6" Test Run Between 3' and 4' I ~ CERTIFY THAT THIS TEST Accordance wiSh&t[ S~o~e/Municipc[ Guidetines in TESTHBLE LBG GEOTECHNICAL TH1 8/i7/15 Ii_Pr a THRIM INEERING Date PerFormed: 8710/15 PerFormed For: B[cine Legal Descrip$ion: T15N RlW Section 8 Lot 53 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 11 - 13 - 14 - 16 - 17 - 18 - 20 - DEPTH (FEET) Orgcnic SP Send w/ Gpcve[ T,H, Locction~ See Attcched Design Groundwcter? No Depth -- Water Depth AFter Monitoring,None Dote: 8/17/15 ~ Dote Gross Time Net Time Depth Net Drop 1 8/17 0 -- 7. -- B 8/17 10 10 min, 10.5" 3,5" 3 8/17 12 -- 7, -- 4 8/17 22 10 rain, 10,5' 3.5' 5 8/17 25 -- 7, -- 6 8/17 35 lO min, 10,5" 3,5' 7 8/17 37 -- 7' -- 8 8/17 47 10 rain, 10,5' 3,5' 9 8/17 50 -- 7,, __ 10 8/17 60 10 rain, 10,5' 3,5' Comments: PremockPd, Performed B y ~lDJ:2~:~l~n g, I CERTIFY PerFormed in Accordance wit.h,A~ Stcte/Municipd ON THIS DATE, DATE: ................ ~OR THRIM * ~9~ ". * ~.,,?.~ TESTHBLE LBG EN~INggRIN~ '~'~' ~ ~ '~/~ ~ G E B T E C H N I C A L PercoLation Rote 3 min,/inch Perc HoLe Diometer 6' Test Run Between 3~ end 4~ Measurpd ±n npnrp~± 1/16, th lnrh. THAT THIS TEST WAS GuideUnes in EFFect TH2 8/17/17_