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GLEASON LT 1
Onsite File MOA has confirmed i 2015upgradehas • Gleason Lot 1 #015-501-23 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program m]Box 1S8O5V 47VnElmore Road Anchorage, Alaska 8g519 -6V50 Phone: Fax: (VO7)343-7897 httpihw,ov.muniorg/onsite On -Site Wastewater Disposal System Permit Work Type: Septic Renewal Tax Code Number: 01550123000 Site Legal Address: GLEASON LT 1 G:2537 Site Mailing Address: G4OOE1D4THAVE, Anchorage Owner: ZlTO'BRAUSEJOANNE MARIE 5O96& Design Engineer: PANNDNEENGINEERING SERVICES This permit iofor the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: 12/9/2021 12/B/2O22 � � ^~ Disposal Field R1 Septic Tank D Holding Tank [] Priv/ [] Private Well 0 Water Storage All construction shall bmYnaccordance with: 1. The attached approved design. 2. All requirements specified ioAnchorage Municipal code Ch15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (1 8AAC72) and Drinking Water Regulations (1 8AAC80) _. The wastewater code requires "inspections during the installation. The engineer shall noti' the Development 8amioeoDepm�nnentper /\�WC15.85.Provide not�oationbymsU(-��'' '-ing(8O7)343-78O4- 4. FronnOo�ober15toAph|16,asubuu�auaaoi|abenrpUoneyabnmnunder 'construction `" hoezingwaothar U nhabeeither: --' a. Opened and Closed onthe same day'Vr b. Covered, sealed, and heated toprevent freezing ial rrun/e|oos: The existing seepage pit is to be located prior to construction to ensure that the required field to field separation is being met. Received By: _ , , /4 - A� 7( Issued By: Date: 1.2- /11 rd MUNICIPALITY F ANCHORAGE Community Development Departments Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-501-23 Property owner(s) JOANNE ZITO BRAUSE & ONA BRAUSE Day phone Mailing address 5400 E 104TH AVE, ANCHORAGE AK 99507 Site address 5400 E 104TH AVE Legal description (Sub'd., Block & Lot) GLEASON L1 Legal description (Township, Range & Section) Lot Size 22,373 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank ❑X Upgrade ❑ (w/wo ADU) Holding Tank ElRenewal x❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private 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: 4 1 q5,Waiver Fees: Date of Payment: 2/09 o'o Date of Payment: Receipt Number: 060 qq_ Receipt Number: Permit No. © S P.2 it -/ / U Waiver No. Permit App_-'- :- :...,:c; Pannone Engineering ServiceS LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@panenRak.com Subject: Expired On -Site Water and Wastewater Permit Permit Renewal Request Permit Number: OSP201472 Legal Description: Gleason L1 This is a request to renew the permit for the above mentioned lot. All site conditions remain the same. The construction still will not affect the health, safety, or development of the surrounding lots. Sincerely, Steven R. Pannone, PE, F. ASCE Owner/Civil Engineer PV!ailing: P.O. Box 1807, Palmer, AK 99045-1807 Telephone: (907} 745-8200 FAX: (907) 745-3701 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program POBox 196650 4700 Elmore Road Anchorage, Alaska 88519-V05O Phone: 904 Fax: (S07)343'7V87 hup://wxww.muniorg/onsiUe 11311jop =4i Permit Number: OSP201472 Work Type: Septic Upgrade Tax Code Number: 01550123000 Site Legal Address: GLEASONLT 1 G:2537 Site Mailing Address: 540UE1O4THAVE, Anchorage C)vvnor: Z|TO'BRAUSEJOANNE MARIE 50%& Design Engineer: P/\NNONEENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 11/5/2O2O 11/5/2021 Z Disposal Field Z Septic Tank El Holding Tank 13 Privy F1 Private Well El Water Storage All construction shall beinaccordance 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 VVashevvahyr Disposal Regulations (1RA\C72) and Drinking Water Regulations (18A\C8O) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65.Provide notification bycalling (QU7)343-7SO4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 4 ° The existing seepage pit k»hnbelocated prior boconstruction toensure that the required field tofield separation ksbeing met. Received By: Date MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-501-23 Property owner(s) JOANNE ZITO BRAUSE & ONA BRAUSE Day phone Mailing address 5400 E 104TH AVE, ANCHORAGE AK 99507 Site address 5400 E 104TH AVE Legal description (Sub'd., Block & Lot) GLEASON L1 Legal description (Township, Range & Section) Lot Size 22,373 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) Absorption Field ❑X Septic Tank ❑x Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑X ( Upgrade ❑X w/wo ADU) Renewal Duplex (D) El❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees:ITV b' � 5 COV16-15 Date of Payment: 1 1 13 a 0 v� - Receipt Number: 09 1 3 � G Permit No. 0 S P a 0 1 g 7 a Permit App_:- .,:c: Waiver Fees: _ Date of Payment: Receipt Number: Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201472, Deb Wockenfuss, 11/05/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201472, Deb Wockenfuss, 11/05/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201472, Deb Wockenfuss, 11/05/20 � r 7 3 4€ Ri 2 s � F i i � afl � 3t �+ 2 � s s s i � a Ad Alla gill 'ch S Oki 4: TIC SKI t Permit Number: Tax Code Number: On -Site Wastewater Disposal System Permit OSP151118 01550123000 Work Type: Septic Permit Effective Dates: May 18, 2015 Design Engineer: Subdivision: GLEASON 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 Renewal to May 17, 2016 Site Legal Address: GLEASON LT 1 G:2537 Owner/Address: ZITO-BRAUSE JOANNE MARIE 50% & BRAUSE ONA RACHEL 50% 5400 E 104TH AVENUE ANCHORAGE AK 995076813 Site Mailing Address: 5400 E 104TH AVE, Anchorage Lot Size in Sq Ft: 22373 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Cnvarad cP�led, and heated to prevent Special Provisions: The Engineer needs to do an additional percolation test prior to construction of the septic field. The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. 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. Received By: Issued By: ok. 57vf owy?e r o,(' -2-) 5 Date: MUNICIPALITY Community Development Department Development Services Division On -Site Water & Wastewater Program F ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I. D. 015-501-23-000 Property owner(s) Joanne Marie Zito-Brause 50% and Ona Brause 50% Day phone 907-317-6299 Mailing address 5400 E. 104th Ave, Anchorage, AK 99507 Site address 5400 E. 104th Ave, Anchorage, AK 99507 Legal description (Sub'd., Block & Lot) Gleason Subdivision, Lot 1 Legal description (Township, Range & Section) T 12N, R 3W, Section 5 Lot Size 22,373 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank Q Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Lot Line Setback and absorption Field setback Distance: 5' and Unknown to Existing Field I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. V owner or authorize Permit/Rush Fees: 'lei t+a✓ Waiver Fees: Date of Payment: 5%!1 /5 Date of Payment: Receipt Number: — Receipt Number: Permit No. ©SP1111LU Permit App_'-'-:. :'_:c: 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: OSP131457 Tax Code Number: 01550123000 Work Type: Septic Permit Effective Dates: January 13, 2014 to January 13, 2015 Design Engineer: Restoration Science & engineering, LLC Subdivision: GLEASON Site Legal Address: GLEASON LT 1 G:2537 Owner/Address: ZITO-BRAUSE JOANNE MARIE 50% & BRAUSE ONA RACHEL 50% 5400 E 104TH AVENUE ANCHORAGE AK 995076813 Site Mailing Address: 5400 E 104TH AVE, Anchorage Lot Size in Sq Ft: 22373 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The Engineer needs to do an additional percolation test prior to construction of the septic field. The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. 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. Received By: Issued By: Date: Date: / Municipality of Anchorage P.O Box 196650 • 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 httn:/1www.m un l.om1Onslte Development Services Division On -Site Water and Wastewater Program me❑t y e S0 a Department **** VARIANCEIWAIVER REVIEW **** Waiver#: OSP131458 COSA#: PID#: 015-501-23 Legal Description: Gleason Lot 1 Engineer: David Nyman, PE Applicant: Joanne Marie Zito-Brause Permit#: OSP131457 Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 5.0 feet. In addition, the proposed fields may be closer than the required separation to the existing crib. See the design for the approved decommissioning technique. 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. ® 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. ❑ Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: 1? Approved by: Name of Revig er ......................................................... •...................� Rec#: 01829G Amount: $200.00 Date Paid: 12/13/13 MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcell.D.)`3 Property owner(s) ) E_nn,_ ,�4. 14.' 3r� ;�. � � Day phone �C � 31 Mailing address a t G- I bLiu\ ,ate,-- '-K? Site address !`/Cu Legal description (Sub'd., Block& Lot) 6 1t�o-k Legal description (Township, Range & Section) 1 i Z Lot Size T Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (EI all that apply) Absorption Field Initial ❑ Single Family (SF) Septic Tank [� Upgrade Q ( Holding Tank ❑ Renewal ❑ Duplex (D) D) lex ( Privy ❑ Multiple Dwellings (SF and/or D) Private Well ❑ f a Water Storage ❑ DEC x )L 2013 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Lc'A �•-����- .)'-��°C.� Cw� :.hz t (}�-[t:�. t�t �J�'1 i--�. Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. of property owner or Permit/Rush Fees: Date of Payment: 12 I l3� 1 C w Receipt Number: 0l$G Permit No. C ?k'3) 1 Waiver Fees: 0100 Date of Payment: 1 l3 ( - ReceiptNumber: Waiver No. Permit App_:- : I�IIa exy even Phi W/cc. 9 L' (t'ilkdt." January 10, 2014 RESTORATION Subject: Revised Design Submittal Letter Re: Brause Septic System, Lot 1, Gleason Subdivision 5400 East 104th Ave. Anchorage, AK Dear Ms. Wockenfuss, Restoration Science & Engineering, LLC (RSE) is submitting the attached revised calculations, engineering design plans, and percolation test logs for a replacement septic system for the Brause residence located at 5400 East 104th Avenue on Lot 1 of Gleason Subdivision in Anchorage, Alaska. According to available records, the property has an existing 1,250 gallon septic tank (further evidenced by visible cleanouts) that leads to a septic crib of unknown dimensions. The proposed new septic system is sized based on a four bedroom residence as the property owner is applying for permits to construct an addition to the existing three bedroom house. Percolation Tests and Depth to Groundwater RSE conducted two percolation tests in one test hole near the location of the proposed leach field on November 15, 2013. RSE also reviewed percolation test data from adjacent approved septics (Gleason Lot 2, Loudermilk Lot 4) and found similar soil horizon and percolation rates. Groundwater levels were checked on December 11, 2013 and were not encountered to depths of 12 feet below ground surface. Groundwater observations of nearby septic systems indicated groundwater is deeper than 15 feet in the project vicinity. The test pit was located within the proposed leach field area. Given the nature of the sandy gravel soil and absence of different soil horizons from the bottom of the absorption field to the depth test pit excavation, the test pit soils have self -compacted to near the pre -disturbance condition. The lack of groundwater to the bottom of the test pit and groundwater data from nearby septics and wells further reinforce that groundwater will be protected. Data from nearby wells and septics indicate groundwater is deeper than 15 feet and well logs indicated water where observed is deeper than 30 feet bgs. The sand liner will also minimize any undue influence of the disturbed zone. Soil percolation tests were conducted by RSE at approximately four and seven feet below ground surface and indicate the soil has a percolation rate of approximately 1.0 to 0.7 minutes/inch. Based on this, and using the faster 0.7 min/inch percolation rate, the proposed design incorporates a sand filter. Additional percolation test(s) will be conducted in strict accordance with EPA 1980 Design Manual at the site in 2014 prior to leach field construction. This will be performed to both ensure all areas of the proposed leach field are within 30 feet of a percolation test hole and validate the design percolation rate. The results of additional percolation test(s) and test hole log(s) will be submitted to MOA. 1 SCIENCE & ENGINEERING, LLC Deb WOCKenfUSS 911 W. 8TH AVENUE, SUITE 100 Municipality of Anchorage ANCHORAGE, AK 99501 On-site Water and Wastewater VOICE : 907-278-1023 4700 Elmore Road FAX : 907-277-5718 Anchorage, AK 99507 EMAIL: NWAGGONER@RESTORSCLCOM URL: WWW.RESTORSCI.COM Subject: Revised Design Submittal Letter Re: Brause Septic System, Lot 1, Gleason Subdivision 5400 East 104th Ave. Anchorage, AK Dear Ms. Wockenfuss, Restoration Science & Engineering, LLC (RSE) is submitting the attached revised calculations, engineering design plans, and percolation test logs for a replacement septic system for the Brause residence located at 5400 East 104th Avenue on Lot 1 of Gleason Subdivision in Anchorage, Alaska. According to available records, the property has an existing 1,250 gallon septic tank (further evidenced by visible cleanouts) that leads to a septic crib of unknown dimensions. The proposed new septic system is sized based on a four bedroom residence as the property owner is applying for permits to construct an addition to the existing three bedroom house. Percolation Tests and Depth to Groundwater RSE conducted two percolation tests in one test hole near the location of the proposed leach field on November 15, 2013. RSE also reviewed percolation test data from adjacent approved septics (Gleason Lot 2, Loudermilk Lot 4) and found similar soil horizon and percolation rates. Groundwater levels were checked on December 11, 2013 and were not encountered to depths of 12 feet below ground surface. Groundwater observations of nearby septic systems indicated groundwater is deeper than 15 feet in the project vicinity. The test pit was located within the proposed leach field area. Given the nature of the sandy gravel soil and absence of different soil horizons from the bottom of the absorption field to the depth test pit excavation, the test pit soils have self -compacted to near the pre -disturbance condition. The lack of groundwater to the bottom of the test pit and groundwater data from nearby septics and wells further reinforce that groundwater will be protected. Data from nearby wells and septics indicate groundwater is deeper than 15 feet and well logs indicated water where observed is deeper than 30 feet bgs. The sand liner will also minimize any undue influence of the disturbed zone. Soil percolation tests were conducted by RSE at approximately four and seven feet below ground surface and indicate the soil has a percolation rate of approximately 1.0 to 0.7 minutes/inch. Based on this, and using the faster 0.7 min/inch percolation rate, the proposed design incorporates a sand filter. Additional percolation test(s) will be conducted in strict accordance with EPA 1980 Design Manual at the site in 2014 prior to leach field construction. This will be performed to both ensure all areas of the proposed leach field are within 30 feet of a percolation test hole and validate the design percolation rate. The results of additional percolation test(s) and test hole log(s) will be submitted to MOA. 1 BRAUSE RESIDENCE, ANCHORAGE, ALASKA JANUARY 10, 2014 REQUEST FOR APPROVAL TO MODIFY A SEPTIC SYSTEM PAGE 2 Property Line Setback Requirements The proposed design includes removal and replacement of the existing septic tank, as well as installation of a new absorption bed leach field. The current septic tank encroaches within the 100 foot well protective radius for the on-site well and the location of the new tank will be outside of the well radius. The new system will meet all setback requirements with the exception of the 10 foot property line setback requirement for the leach field and the 10 foot setback for the existing septic crib. The small lot size, coupled with the well setback requirements and the required replacement infiltration field prompt this variance request. The location of the proposed leach field is within the 10 foot property line setback to Daisy Circle (East) and the undeveloped adjacent Tract A of Gleason Subdivision (South). The proposed leach field location is 5 ft from the east property line and 7.5 feet from the south property line. Both property lines are fenced which will prevent overburden from being placed on neighboring properties. Based on field observations of soil during test pit installation, the excavation sidewalls should be sufficiently stable to avoid sidewall collapse and potential impacts to the adjoining property or fencing. The Daisy Circle 50 -foot right-of-way (ROW) provides a 'setback' to Lot 2 of Gleason Subdivison (Lot 2) which is on the opposite side of the ROW. The drinking water well for Lot 2 is in the far northeast corner of the Lot 2 providing adequate setback from the proposed leach field. The undeveloped Tract A (1.77 acres) is large enough to provide adequate space for installation of an on-site drinking water well and septic system and meet the 100 foot well protective radius. Local topography is relatively flat and shallow groundwater was not encountered in the percolation test pit excavated to 12 feet below ground surface. Site topography in the location of the proposed leach field does not have a discernible slope. Subject property topography includes an approximate 2% grade to the east in the area north of the proposed leach field away from the house, and a 4% grade to the north at the front of the lot towards East 104th Ave. The local topography, soil conditions, and shallow absorption bed leach field design indicate septic system effluent will infiltrate vertically through the soil column and is not expected to migrate horizontally. Setback to Existing Septic Crib The location of the proposed and replacement leach fields are likely within the setback requirement for the existing crib leach field, of which the exact location and dimensions are currently unknown. Prior to installation of the new leach field, surficial soils overlying the crib will be excavated and the crib exposed and liquids pumped out and solids removed, and then backfilled with soil similar to the native soil in the area. If the new leach field is within ten feet of the existing crib, and the referenced crib is constructed with materials (i.e. larger rock or timbers) other than native soil, the materials will be removed to within 10 feet of the new leach field and the crib backfilled with soil similar to native soil. The procedure detailed above will also apply during installation of a replacement field as required. The location of the proposed leach field follows existing oppositional well and septic positioning in the neighborhood. Granting the setback waiver will not adversely affect human 2 BRAUSE RESIDENCE, ANCHORAGE, ALASKA JANUARY 10, 2014 REQUEST FOR APPROVAL TO MODIFY A SEPTIC SYSTEM PAGE 3 health or the environment, or neighboring property owner ability to develop site improvements including buildings, wells, and septic systems. If the undeveloped Tract A is developed, the leach field location may cause the owner to be required to position their well in a location which is 2.5 feet further away from the Brause residence (due to the variance allowing the Brause leach field closer to the property line). The waiver will allow the subject property owner to construct an addition to the house as well as install a new septic system that meets well setback requirements (unlike the current septic tank location), and will result in improved groundwater protection versus the existing crib. Other than the above variance requests, the design meets the minimum requirements of MOA Wastewater code 15.65 and 18 AAC 72. A minimum of two inspections will occur during the construction of the new system: After excavation of ditches, pits, trenches or beds (including the existing crib) and before any gravel is placed in the ditches, pits, trenches, or beds; and after placement of the filter material, gravel, distribution lines, standpipes, cleanouts, silt barriers, and insulation, but before the placement of any backfill. MOA On-site personnel will be notified of the inspections a minimum of two hours prior to the inspections. Within thirty working days of the final inspection, an inspection report will be submitted to MOA On-site in accordance with 15.65.150. If you have any questions or comments regarding the attached calculations, engineering design plans, and percolation test information, please do not hesitate to call David Nyman, PE or Neil Waggoner, EIT at 907- 278-1023. ,6:,est Regards, David Nyman, PE Attachments: Septic Design Calculations, Engineering Design Plans Soil Log -Percolation Tests, Adjacent property owner names, addresses, and phone contacts 3 Brause Septic Upgrade Calculations Lot 1 Gleason Subdivision, 5400 East 104th Avenue, Anchorage, AK Restoration Science & Engineering, LLC Calcs by: Neil Waggoner Checked by: David Nyman, PE Current house size is 3 bedrooms, owner plans to expand to 4 bedrooms For residences, MOA requires 150 gal/bedroom per day Daily Design Flow is 600 gal/day See MOA Spec 15.65.050 and ADEC Septic Installers Guide for septic tank design standards Rule is at least 1,000 gallons, plus 250 gallons for each bedroom over three. Septic Tank Size= 1,250 gallons Repace existing septic tank with minimum 1,250 gallon tank Leach Field Sizing Soil Percolation tests conducted by RSE indicate soil perc rate = 1.0 to 0.7 min/inch Wastewater Application Rates (MOA 15.65.060C Table 1) Percolation Rate Minlln Absorption Bed Application Rate polftA2 Required Area (sq ft 0 - 1 Not Suitable' -- 1 -5 0.8 750 6-15 0.5 1200 16-30 0.4 1500 31 - 60 0.3 2000.00 Greater than 60 Not Suitable Filter Layer 0.7 857.14 Notes: •. �;r'� 49LH r DAVID IA NYMAN lE NO. nN lrg... 1. Percolation rate of <1 min/in requires a 2 foot sand filter liner. Sand filter liner results in 0.7 gpd/square foot application rate for an absorption bed per Table 1 MOA Spec 15.65.060. Filter material must meet gradation specified in MOA Spec 15.65.060 D. 600 gal/day/sf at 0.7 gpd/sf = 857 sf MaxWidth = 15 ft Total Bed Length Required = 857/15 = 57.1 ft Required Absortpion bed dimension = 58 It by 15 ft bed Maximum Spacing of percolation piping is 6 ft, so need 3 pipes. Replacement Leach Field Use Category III Advanced Treatment Per MOA Spec 15.65.330. Leach field application rate calculated from Table in 15.65.350G. Replacement Field Application Rate, gravity system with sand filter = 3.0 gal/day/ft? 600 gpd/3 gpd/sf = 200 square feet Shallow Trench Design Total Trench Required = 200/5 = 40 ft 1 trench @ 40 ft long x 5 ft wide for replacement field m D m N z L7 x O c m m x A D o X 1 0 O o N N 0 m mcn r o v c Z � 0 m � � O z z= IT z cn 0 D T G 2w m g � R � o PO 00 J N u ti i7 1N � V mA N DSC m we � pOp m N z L7 x O c m m x A D o X 1 0 O o N N 0 m mcn r o v c Z � 0 m � � O z z= IT z cn 0 D T G 2w m g � R � o PO 00 J N u ti i7 1N � mA N DSC m we � pOp m W O - - m —� G h C I \ O O r A O 0 Fl \ N r Z 00 z m 5z f o A CD c m C7 O F1 �_ O S F com z 47 r < r m mm m z vD m D Z OHO 0 K m xTp m r�>O - Gm "i�O x O m \ \_.. pD mo< V-5 zvWi M m m Z z AA C7 O OA O m m mm c, OO -iz U)> 0c m� -im Om mo m m < X co �D O m A 0 v m Emz m m D 310)10)nm3af101 i Q N, N u ti i7 h 4 Q N,c m mm y_ o \ pG O m ?� N m � r Z mm n= xW m0 r A r mA DM y O r 2 D m m mm rM om 3101:110 ASIHa CANGE ST BRAGAW r O O n O m Z � � 1 0 BIRCH ST. 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D 00 01 D m .Zl _ � y ?�C m0 �� pT w-Doz"' OXm PmFO5 0 �zK* �c�i ZTn vT ?Z m Z Z "y D Z >DN �3 p� mA =�mm�� mAy xw3 D Z0?= Om Dm.Zp] m� rO O m Q mN OyM w� 0C Dp pOAmO <0< >m. z 03 �O r0o O m0 m O -1 O fA D i Z1 CSTm mo mzm Wn o 0 ZC m� OzD A MM -I -7 fll A c m 0 v co 0 m m 0 c A p D N m m m n O m m m 0 K" z F D _i D Gi N< AN mAm O � '<W O T3 m0 Az m0 0 r r yon n Oaimz�T zli in SOF m ODT-�a 0Z -0_IO Om 0p m C r 0 0 A m v 0 - N m - CC m N W o m b 1 C O z= m Z ' z m 3 C O N 51� m 00-Oi(A OA m�0 Z m0 W � 'MM zz c) --I O0 <y Z M Z �• O (Dj DzZ>cx7 OA 000 = Om�z =0 mT mm mz O D ul' 2r nOm� y00 Z mK p ,TDIN�(n �m -Ain zz Om z m _ m s i Za)z - A D Z.A` pA _� � O_IOy r0 -i DO AO { O G) N�S.sm "d N TWzc � CO ZrN 0 OZOv O-� V A <� mz m jm C oaa?N = 0 W G) 0, KZ -_n10Z m DOC1 10 z m mN 0� -i Z a �3zsm0 m0 <�m �mp0 X' T.m D pA m O---�m �KM �r m� 0 0 � � Om !n 0 -iA W m W -��`� ay ?mAll Am m A m° mA gm s�=30 0 1 A Om r O 5 x ado �Z A m M40HAMH SCENCU Z ER7ONaERMU, LLCM Lu Lu U-1 LL z_ x 0. a U.] 0 OL BROWN SILT WITH ORGANICS & LOAM GM -SW SILTY SAND W1 GRAVEL & COBBLES UP TO 3" GP -GM POORLY GRADED GRAVEL WITH SILT & SAND NO GROUND WATER ENCOUNTERED DATE: 11-15-2013 SOILS LOGGED BY: Printed Name: NEIL WAGGONER Signature: PERCOLATION TEST BY: Printed Name: Signature: LEGEND GM GC SW SO SM SC LEVEL ' ABBOTT RD of I CD 7?x PROJECT LOCATION M M n u, n i i 11 DATE WATER LVL CLOCK READING TIME NETTIME (MINUTES) NET DROP (INCHES) 11-15-13 3.5" 0 0 11-15-13 0" 1.7 3.5 11-15-13 2" 0 3.5 11-15-13 0" 1 5.5 11-15-13 3.5" 0 5.5 11-15-13 0" 2.1 9 11-15-13 3" 0 9 11-15-13 0" 2 12 11-15-13 3" 0 12 11-15-13 0" 2 15 11-15-13 3" 0 15 11-15-13 W 2.5 18 11-15-13 2" 0 18 11-15-13 0" 2.5 20 11-15-13 3" 0 20 11-15-13 0" 3 23 TOTAL TIME 16.75 A four hour presoak period was performed? YES NO Percolation hole diameter 10 inches. Test run between 4 ft. and 4.5 ft. Percolation rate 0.7 (minuteslinch). I:z r Comments: Use <1 Minutes/inch Ground water not encountered. Tp{, DEPTH TO GROUND WATER DATE NOT ENCOUNTERED 11-15-2013 NOT ENCOUNTERED 12-11-2013 ° %— °° David M. Nyman CE 7794 a �N)�-SSIONAL °ENF+�N`�`��C' TEST HOLE No. 1 SOIL LOG - PERCOLATION TEST 1 4ft-4.5ft BRAUSE SEPTIC LOT 1, GLEASON SUBDIVISION 5400 EAST 104TH AVENUE ANCHORAGE, ALASKA JOB NO: 111139 CRAWN: MSB BATE'. 1-10.2014 CHECKED: NWMN 'RESTORATION ssienc: m rg�Mams, uc 911 Ww&h Avenue, DOOM A9chomp,, Alaska 99501 PN (907) 27&1023 FAX (907) 2775718 FIGURE 1 LEGEND GW GP yea �Av6 ` 0 GM ABBOTT RD GC _ ( I� �� I c_ ; o SW N -;. SID .J 1111111•3 / 2 SM T _ � r SC � PROJECT LOCATION m 3 ORG i ALL �D. ML 1 J CL MH 5 CH " OH 6 5- WATER LEVEL 7 8 ti d F 9 d Liu LL K 10 o RD p 11 LO s 12 13 C 14 a a� 15 A four hour presoak period was performed? YES I� M Percolation hole diameter 10 inches. Test run between 7 ft. and 7.5 ft. 16 Percolation rate 0.7 (minutesfinch). Q ®[F COMMENTS: Use <1 Minutes/Inch 17 Ground water not encountered. n U 18 01 U-2014 D......... �, David M. Nyman °Q t9 D�✓?��,°° CE 7794 AqoFfSS10NAL °ENO�`��� 2D �����OOD�o�� TEST HOLE No. 1 DATE: 11-15-2013 SOIL LOG - PERCOLATION TEST 2 SOILS LOGGED BY: 7 ft - 7.5 ft Printed Name: NEIL WAGGONER BRAUSE SEPTIC Signature: RESTORATION PERCOLATION TEST BY: �? ++di ':ximce a uyo,.eMs, uc Printed Name: LOT I, GLEASON SUBDIVISION f,�1}.Wmtan Avarae, Suile 188 Signature: 5400 EAST 104TH AVENUE i Ands EN Abdw MI RH 19071 ZM10Si FAX(907)17/-5718 ANCHORAGE, ALASKA -- J00 -2: 13-11J9 oaawN: rwse FIGURE 2 DATE:, Z.4 CHECNEO:NI DATE WATER LVL READING CLOCK TIME NET TIME (MINUTES) NET DROP (INCHES) 11-15-13 3" 0 0 11-15-13 0" 0.4 3 11-15-13 3" 0 3 11-15-,3 0" 1 6 1,-15-13 3" 0 6 11-15-13 0" 1.4 9 11-15-13 3" 0 9 11-15-13 0" 1.9 12 11-15.13 3" 0 12 11-15-13 0" 2.5 15 11-15.13 2.5" 0 15 11-15-13 0" 3.3 17.5 11-15.13 3" 0 17.5 11-15-13 0" 3 20.5 11-15-13 2" 0 20.5 11-15-13 D" 2 22.5 11-15-13 3" 0 22.5 11-,5-13 0" 1.7 25.5 TOTAL TIME 17.2 DEPTH TO GROUND WATER DATE NOT ENCOUNTERED 11-15-2013 NOT ENCOUNTERED 12-11-2013 O O d w' m ❑1 a O N (D m A O A � W � � U) n CD fD N. 0 0 3 0 m fm CD D v m v • O �p O v, 0 w 0 O v 0) O N � CD N Q O � O -1 X 0 Cri rn W W (o U W „ Percent Passing by Weight n O O O O O O O O O O C) N y. IQ #20 #30 #40 use #100 EYz�IC m m O o T m N V 0 (T W N 3 t0 A N 61 W cD O N' N � A N [O 3 (p V n � M 0 x � w O t0* CL 0 n W W N 0 rn 0 v m a 0 0 TD' 0 m 90 m 0 CD 0 0 K T d fA i7 N a v N M a C m 0 0 MUNICIPALITY Of: ANCHORAGE /\ ' ® \ DEPARTMFNT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street -Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM ANO/OR WELL INSPECTION REPORT NAME '/ � �PHONE ❑N[iW C_ C) y '�—k1I 1 J Q_�_k <a e �[G-UPCrRA1)E MAILING AD RESS LEGAL DESCRIPTION X LOCATION NO, OF BEDROOMS Vy DISTANCE TO: Well a f _. Absorption area t Dwelling 1G PERMIT NO. f� F- Z ctur r � i Ole Materia��-- ( No. of ompartrtjm/ents �- N~ J c�P i rapac t n al ons gall y s IF HOMEMADE: Inside length Width Liquid depth �02 DISTANCE TO: Well Dwelling PERMIT NO. 02< T e I— Manufacturer Material Liquid capacity in gallons O _= well DISTANCE TO: Foundation Nearest lot line PERMIT NO. w J LL z No. of lines Length of each line Total length of lines Trench width Distance between lines F Z F. Inches Material beneath rile Total effective absorption area __ __ -_ To Top of rile to finish grade 0 ® inches Length Width Depth PERMIT NO. A (7 Q I— LU a Type of crib Crib diameter Crib depth Total effective absorption area N DISTANCE TO: Well We Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. J Lu � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area ls) OTHER - - PIPE MATERIALS SOIL TEST RATI NG - (� INSTALLER REMARKS C n ju ��o APPROVEDJ .- DATE LEGAL J 1`1011251WAGI111 PUP toy: 0970. -I - in 10 Q: 1 "p TH Q I J Ps VIA M Q !D M vo EmE TQ 1� I :- � u1nmyr 1 (Do! 0001 f C� Q E C.!F: I L 1: Ok! I I -'i:; V -IF :( C-��l .... rJ ic)-� ki-, PuMbRim 411-.P-IBU�P !DF : : •j!. ISO A 1. Fir! I f 1% - ', F ; < IS'.,! J � K mr: mau i mm 4; E 10 OF THEE 410 11 FIBSCY!P Y I VDi'd I..; q ,, q t.. 17E oil pill! Q! I �, 4, 1-1 ca T70 171 OWN vH! I.. ID KE2 40" -1 4aw YHER L1'MT-11 D1110011 -11,-V T 1111-: (J-PiCi I'll 11 PUT A I-II' IH T, F! P-1 C: : I f -I (i! T) F?!-'! 11. F: 1!; ] TPVV MIAMI P= CA TFIEVICH CT? [IT T US THE DPMOM EJ7 TfREL[Ij LT 11 E: ::S 1 (:)F: 1 1 FI (:,-' IJ I'l I I flr�. 1 -1 ]:Iill FIF: THF, [-::.:: ,*:: C:! %"Ci -1,:!: ("1 Y-41 :: I r -1 1 F-.". 1--- : F I i-: K TV I T..- h A 5 Q !1: 134 0- H 1. IE7.:: NE�:: 1, jr: E:J- IS: THE MHAT011-141 DEPPI t> 15MMY METWEI&I THE OUTFA II. .J. P E f" F:!!, -II) ..I -;.'I!. I',!_!..1. I ': M CIP C 1 PO F"EIE'T .: . too 1157 G! R -Y 1: lot 117 Q AHS PHI I=, 0 - Y: 112 v- too 54 p f< 15 117 01 IRE 0- T& T51* !I. . ..... C:.p 11, ii I, J. CAf_'pL I DAN! 10141 THE TO H&! -IRM 4A 151 DEPAPPMEM IMPIPAG ThT.- I 10TAL-110 1001 11,10"GAITICTU CA: 014,141 WEILLS SMACE44T TO TH I S; PKIMM" FAID Tbk�� rJUMEP? U11 HIM- THE WELL WILL. SERM. 1 00 sit w,�: AI 5 10 K 11EQ 'T- 1: plu hd 51; 1=1 T;IPE Q NEE Flo L j 1 1? ATE 17V R F!F T L 1- 1: 1 -!(mi f) F:. 1:�. ll. I., :I !. li; T INY 10 T. -1 H F., I IT FIMCII. 1 C)�.F[) f'_'! "." I 1 L'11,. 1'., L�l I'l [ L.L. JE!E: IFA'F-C': T f'(.) P r-,! [-, C: !-.11, 1 !..) 1,1. !F:P.` lj,- *11 -II;; I - FE :,K„'' ".E .:: KID FEE 12 & 141 TB L : [ F41l r'M 11. 1 150 W 1 Th TIM REMU 1 FTEME1.105 POR 00-3 1 Q SMUM: &K MALIS FAIT 1 - Fi fF.''I'l I .r' -1 POE 01i. 14 1 (:: I M . 1...1_,'.1 0 F XY7 H 0 111113E. 2, 1 HTILI 1 PA Z& M U 1. 1 Hf.":: I�:,, 11 1 "'.4 H 1 11 .1 TI -1E.: I 1-11',R)LJOSTAM) TKNIT 1111 MA -GIME SSF14EJI MINIM! Mill fREBUHM IHNIL-FAMEMBIT IF" ME: (.. 1^:F. I1! TO HJUMM MMUT FHFM 4 EjEA)FY0Clf1S;. I C) 11 -II, TSA/ Pic) oc J: 11 F) f15 . ..... ... .... rc 5. LEGAL DESCRIPTION .0 or DATE RECEIVED INSPECTION APPOINTMENTS 6. TYPE OF RESIDENCE TI R9( TIME TIME SINGLE ❑ Two ❑ Five ❑ MULTIPLE FAMILY DATE DATE DATE IN INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled r 1C_) -S INSPECTOR INSPECTOR - INSPECTOR - MUNICIPALITY OF ANC IURAGE MUNICIPALITY OF ANCHORAGE DEPT. OF lig!°.Lii P DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC'rp I,UNMENTAL P.,01 C1 TUN 825 L Street - Anchorage, Alaska 99501 • ENVIRONMENTAL SANITATION DIVISION 0O 1 3 Telephone 264-477.0 � WATER REQUEST FOR APPROVAL OF INDIVIDUAL AND SEWAWITI DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER PHONE MAILING ADDRESS PROPERTY RESIDENT (If different from above)�/�� PPHONE/ 2. BUYER - �^ PHONE 45/9144 d- /9cS "'V'60 t/oF . MAILING ADDRESS - 3. LENDING INSTITUTION PHONE . -1401C F_—eieIEA_0141 MAILING ADDRESS )Oft)Cfa 700 AL2 ehC)1�2ac4e, I? -� 4. REALTOR/AGENTPHONE A S MAILINGADDRE 5. LEGAL DESCRIPTION .0 or a,Ce_1415elt) 5eJ&A!5I`/i1111r /CJ STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS >9 FAMILY ❑ One ❑ Four ❑ Other _ SINGLE ❑ Two ❑ Five ❑ MULTIPLE FAMILY 5e Three ❑ Six 7. WATER SUPPLY IN INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.)_ B. SEWAG E DISPOSAL SYSTEM L( INDIVIDUAL/ON-SITE** ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY _YEAR NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) _ _ /r ,- c•.'/ ,� �>��('.� _ „� I C cv✓1� (��Cln\ ,--�--��� Fly ,� <; THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS ❑ SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ MULTIPLE FAMILY ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY PERMIT NUMBER ❑ INDIVIDUAL DEPTH OF WELL ❑ COMMUNITY DATE DRILLED ❑ PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ❑INDIVIDUAL/ON -SITE DATE INSTALLED ❑PUBLIC UTILITY Connection Verified INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS �PPROVEDFOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE B __0 � � z Q V FloST R MATERIALS TESTING • OUALITY CONTROL SOILS ENGINEERING 2204 Clevelond Ave. 710 Third Ave P.O. Box 10-1126 P.O. Box 2540 Anchoroge, AK. 99511 Fairbanks, AK. 99707 277-0231 4 52 -12 67 • 456-5155 SF°TIC SYSTEM ADEQUACY REPORT JOB NO. -1529 -- DATE OF REPORT 4/30/81 DATE OF TEST 4/27/81 LEGAL DESCRIPTION : LOT I—, BLOCK , Gleason_ _ SUBDIVISION OR—_ SECTION , TN, R—_W, S.M. , ALASKA PERFORMED FOR: - Core__Brause (ownp)_ _— —5-9x1-Barry— Anchorage.Al.asks_. PHONE NO 3.44-5778____________,____ TYPE OF SYSTEM ❑ SEPTIC TANK — SIZE 0 CRIB OR SEEPAGE PIT ❑ LEACH FIELD NUMBER OF BEDROOMS ___3— SEPTIC TANK WAS PUMPED ❑ YES 0 NO REQUESTED BY: PHONE N0. — — -- --- — ABSORPTION RATE: AVERAGE 24 HOURS _450 -GALLONS SURGE RATE: _360 GALLONS IN ___ 3.C -_.—MINUTES. GALLONS v,�.P``�•.^'•....,,,�'.� iii;�� Kinney R. Baxter 111� 1 r4 �J'J,�•., 3656 - E 0FF9(3J)"PN NOTES a OBSERVATIONS: Septic System meets requirements and is adequate_, _ Day 1 - 12 00 P.D1. - 4/27(81- lst reading_-91"__after_ 360 gallons_ 94.1/2" --Appears_ system__wa_s._..absor_bing--waiver. - --- — 360 gallons 90._1/2-,-_ r -e -Cling after--45.0-gallons_.�90"_---_-_-_-------_._-- ---Final_ r_E_,a_ding 105-_1/2n TEST PERFORMED BY: __..L.M. _-_ REPORT PREPARED BY: __IC.r2.$. -- APPROVED BY: -Kinney 2_.__Baxter TO ra C C� SUBJECT G .f� C, k._��.t / / DATE MESSAGE % �� x - Gt.� � � ��_� �'�' <�.-p if � k''�_�� G ��� Y�,E �—•T ® •" _� ("t/ ~! / 1 O ✓ �"� �--�.��� -C=,.� I•^"t ��-��-i•c..,�-^-�� � _� = e_-` ' (rvc�._1 ��� ` i _� � i/t._Q..e� �j.��/l._4� �;y -c-f f v`t c �J7f�ylED FlEPLIf... I -- SIGNED RmlroR—ll„ 4S 472 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY. nPTArU Akin CIIC CnD Cnl1 n%A/ IID DATE POLY PAK (50 SETS) /.P4/2