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HomeMy WebLinkAboutPETERS GATE BLK 1 LT 14J" KA 60F 4 1 w i r@Ta!m #051-541-03 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 9��HOfl AGE On -Site Wastewater Disposal System Permit Permit Number: OSP221125 Effective Date: Work Type: Septic Upgrade Expiration Date: Tax Code Number: 05154103000 Site Legal Address: PETERS GATE BLK 1 LT 14 G:1262 Site Mailing Address: 25081 SIERRA MESA CIR, Chugiak Owner: RUD BRADLEY A & LAURA L Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ell r. S, �o MAN c• l)eharrIII ettt 5/23/2022 5/23/2023 Lot Size in Sq Ft: 57064 Total Bedrooms: 5 ❑ 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 f\U3tL'�'1 S. — �7e IeQQ 6/�/2z y,a0 � a cr�ot,�nc�cJc�i t�.on�cf� Sc�/S (o�� �N Received By: Date: tr 1 1 Issued By: ( i'60C -_A, Date: 5/'9 3 d 0'? Municipali P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.orci/Onsite Development Services Department On -Site Water and Wastewater Section Waiver#: OSV221037 COSA#: Permit#:OSP221125 PID#: 051-541-03 Legal Description: Peters Gate Block 1 Lot 14 Engineer: Garness Engineering Group Applicant: Brad and Laura Rud n�cnr S t cpartment Your request for a waiver of the required 35.0 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 30.0 feet. In addition, your request for a waiver of the required separation between the existing and proposed absorption fields has been approved. The approved separation distance is 5.0 feet. See engineer's narrative and slope profile drawing for justification. 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. Waiver is Granted: X Waiver is not Granted: Date: j Approved by: Name of Reviewer Development Services Department` �_ ,y' Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-541-03 Property owner(s) BRAD AND LAURA RUD Day phone 907-854-3346 Mailing address 25081 SIERRA MESA CIRCLE *CHUGIAK, AK 99567 Site address 25081 SIERRA MESA CIRCLE *CHUGIAK, AK 99567 Legal description (Sub'd., Block & Lot) PETERS GATE; BLOCK 1, LOT 14 Legal description. (Town ship, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) Q Septic Tank [ Upgrade nx (w/wo AD U) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ 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 owner or authorized agent) Permit/Rush Fees: 1-157gJ 1 Date of Payment: Receipt Number: Permit No. OSP 2-2.112 S Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment ServicesTuilding Safety\On Site Water and WastewateAForms\Client Forms\Permit Application.doc ENGINEERING -SALES,-- CONSULTING .7 .r_ 9�; June 6, 2022 .'d®a ®0® Municipality of Anchorage 9 Development Service Department ag '9�1 On -Site Water & Wastewater Program /••• ••• 4700 Elmore Road • • • : " y,.• eyA.Garness Anchorage, AK 99507 f*$ CE -7953 Ref: Change Order and Design Revision to Septic System Upgrade for ��r✓� �� Peters Gate S/D; Block 1, Lot 14 r �6I� Attention: Rebecca Carroll �I On May 23, 2022, a permit was issued by your department to rebuild the existing drainfields. Prior to starting the install, the contractor decided to dig a test hole on the downhill side of the drainfields to confirm groundwater levels. GEG Consultant, Jody Maus, met the excavator onsite to confirm the potential groundwater conditions. It was decided to pump all the drainfields and the septic tank, and then monitor the water levels in both this test hole and the drainfields over the next several days to confirm if there was groundwater or if the soils downhill from the failed drainfields were just saturated. After several days of groundwater, the results were inconclusive if this was groundwater or saturated soils. It was than decided to excavate a 2nd groundwater monitoring test hole uphill from the drainfield where it would not be influenced by the failed drainfields. This test hole did indicate groundwater conditions have significantly changed since 2003. Given that the existing drainfields appear to now be encroaching on groundwater, we are proposing an advanced wastewater treatment system (AWWTS) be utilized for this property and that a bed type drainfield be built over the area of the existing drainfields. Attached are revised design and detail drawings showing the specifics of the proposed design revisions. VARAINCE FFROM PROPOSED BED TO OLD DRAINFIELDS: As can be seen on the detail drawing (page 2 of 3), we are proposing to build a new bed type drainfield centered over one of the old drainfields. The bed is to be built so that it is centered over the middle existing trench. We are proposing that there will be 5+ feet of horizontal distance from the edge of the bed to the existing upper and lower trench type drainfields. The bed will be utilizing a 2+ foot sand filter and constructed to a higher elevation than the existing drainfields. Given the utilization of AWWTS and the presence of 60 minute/inch insitu soil, there should be minimal risk with granting a 5 -foot separation distance between the new bed type drainfield and the existing trench type drainfields. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 0_0-# 1 Page 2 of 2 TOPOGRAPHY: The slopes on the 2003 GEG design showed them to be less than 15%. Since the installation of the system, the owner has brought in fill and added it over the drainfield area (above the original grade). There are now slopes greater than 25% downhill from the drainfields. The top of the slope that is greater than 25% (approx. 2:1 slopes or less) is approximately 30 feet downhill from the proposed bed drainfield. All slopes downhill from the drainfields are well vegetated. Attached is a cross-sectional detail drawing showing the approximate slope conditions. As can be seen on this drawing, the imaginary 25% slope starting 2 feet above the top of the drainrock, does not daylight 35 feet downhill from the proposed bed. Based upon the slopes being vegetated and will not be disturbed during construction, there should be no slope concerns with this installation. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. T �e�y/at rnes , P.E., M.S. Presiden 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www, garnessengineering.com i inicipalityofAndwrage On-site Water and Wastewater REVIEWED FOR CODE COMPLIAN( ENGINEERING ry SALES - CONSULTING '� 221125, Rebecca Carroll, 05f23 - May 6, 2022 - Municipality of Anchorage - - OF.. s Developmentervice On Site Water & Wastewater Prot gram®*�49 T / 4700 Elmore Road i Anchorage, AK 99507 J A. Gar*';;*: CE- / i Ref: Proposed Septic System Upgrade for Peters Gate S/D; Block 1, Lot 14 1��1PRFESS10eP�.® To whom it may concern: The existing 4 -bedroom house is served by private water and septic system. The existing septic tank and drainfield were installed in 2004. The drainfields are in a state of failure and must be -upgraded: We are proposing that the drainfields be rebuilt in the same location by removing all contaminated material and rebuilding the new drainfields at the same elevations. Test holes were excavated on the property in 2003. We are also proposing the existing septic tank be excavated and the integrity verified. If the integrity is poor, a new 1500 -gallon Greer plastic septic tank will be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2003 GEG test holes which show the soil classifications, percolation tests, and groundwater monitoring. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There is a small stream north of the drainfields. The 100 -foot setback �t VA will be flagged by a registered land surveyor to ensure the separation distance will be met with the rebuilding of the drainfields. 4. TOPOGRAPHY: The slopes on the 2003 GEG design showed them to be less than 15%. Since the installation of the system, the owner has brought in fill and added it over the drainfield area (above the original grade). There are now some slopes greater than 25% downhill from the drainfields, however, since the fill was added above the original grade, this does not adversely affect the rebuilding of these drainfields. The filled area is currently vegetated down to the drivewayfroadway. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have ve any questions, please contact us at 337-6179. Thank you for your assistance. .1 m 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 1 NOTE: THE CONTRACTOR MUST HAVE THE SOUTH LOT LINE, THE 100-FOOT WELL RADII SHOWN ON THIS DRAWING, AND THE 100-FOOT STREAM DRAINAGE DITCH SETBACK FLAGGED/STAKED BY A REGISTERED WITH SURFACE WATER LAND SURVEYOR PRIOR TO CONSTRUCTION. f PETERS GATE SID; BLOCK 1, LOT 13 NEW WELL y 15 Lu ` a Z `E ce W LU i /FRpM SURF P I y i PROPOSED NS-500-AC AEROCELL 1 ~ yy i J UNIT. SEE DRAWING, PAGE 3 OF 3. y PROPOSED 15'X 50' BED w DRAINFIELD. SEE DESIGN w CRITERIA AND DRAINFIELD DETAIL'U. DRAWING ON PAGE 2 OF 3. \; I o O GEG TH#1 (2022) I j F�0 u 0cc � \ ED9,EX15S,000 w z w I. rl w t� i i r 1 ) Foo W N GEG TH#2 (2022)— t 7D 1 r LL6- To J - L, EXISTING TANK TO BE I rn------- I I -- 1 >r- r, I -- - - ----- DECOMMISSIONED PER UPC 7 FOPT LOT LINE WAIVER GRANTED PROPOSED IM-1530 INFILTRATOR TANK FOLLOWED BY IM-1060 ' INFILTRATOR TANK, IM-1060 TO HAVE PUMPS/CONTROLS FOR j QUANICS AEROCELL SYSTEM. SEE DETAIL, PAGE 3 OF 3. A 2500-GALLON EPDXY COATED STEEL STEP TANK CAN BE SUBSTITUTED FOR THE INFILTRATOR TANKS. IF THIS OPTION IS I ' CHOSEN, TANK MUST BE EQUIPPED WITH A PUMP PLATFORM ' EXISTING DRAINFIELDS. MIDDLE DRAINFIELD IS TO BE EXCAVATED AND N ALL CONTAMINATED MATERIAL REMOVED AND THEN FILLED WITH MOA TYPE IIA MATERIAL. SEE PAGE 2 OF 3 FOR DETAILS PETERS GATE SID; / BLOCK 1, LOT 15 I e�SCALE: 1"=40' / Jp ®,%®a8lL jk yA OF �o P ........ C . �A®1 .....::.........s, ....... ............ .:..... _- ENGINEERING °= SALES - C©NSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE: v ww.gamessengineering.com 0.. .... ......................... PREPARED FOR:Alr PHONE NUMBER: PAGE NUMBER: 0 ' J rey GI mess BRAD &LAURA RUD 907-854-3346 1 OF 3®OGS • 7 53 ' Ze PROJECT/LEGAL DESCRIPTION: # - DRAWN BY: * �` ' . � �Z ,: +® PETERS GATE S/D; BLOCK 1, LOT 14 J.L.M.0 ®�®Fp"p'��•,V,j� Arr TYPE OF WORK: DATE: REVISED LICENSE �®®qct®SS ®®® DESIGN OF PROPOSED DRAINFIELD UPGRADE 6/1/2022 #AECCS 'GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER NOTE: BENCHMARK #1 FOR PROJECT IS NOTE: ALL TRENCHES AND SEPTIC TANK BOTTOM THAT PERTAINS TO THIS DESIGN. BYPROCEEDING FORWARD WITH THIS INSTALLATION, THE BOTTOM OF TANK IN ST2 = 86.84. WERE PUMPED ON 5/26/2022. PER MIKE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE BENCHMARK #2 IS BOTTOM OF LOG (SIDING) AT SW HOUSE CORNER = 98.09 WITH JR'S PUMPING, - 9,000 GALLONS WAS PUMPED FROM THE DRAINFIELDr EXISTING AND PROPOSED READ THESE SPECIFICATIONS AND AGREE TO LEVEL BASED UPON WATER PROPOSED FINAL GRADE _ ACCEPT THE TERMS AND CONDITIONS OUTLINED. BOTTOM OF BOTTOM OF TH#2 = 72.65 / 93.04-95.07 WATER LEVEL IN GEG TH#1 (2022) @ 86.03 ON 5/30/22, 5/31/22, & 6/1/22. LIQUID LEVEL BELIEVED TO BE INFLUENCED BY SURCHARGED DRAINFIELDS. SEE NOTE BELOW. - HEAVY SEEPS IN TEST HOLE @ 15' B.G.L. AT TIME OF EXCAVATION (5/26/2022). TEST HOLE EXCAVATED WHILE DRAINFIELDS WAS SURCHARGED. DESIGN CRITERIA: NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATES: 20 & 60 MINANCH PROPOSED APP RATE: •1.0 MINUTE/INCH MINIMUM DRAINFIELD SQ.FT.: 750 DRAINFIELD DESIGN: MAX DEPTH: LIMITED TO THE REMOVAL OF CONTAMINATED MATERIAL WIDTH: 15 FEET LENGTH: 50 FEET MAO TYP IIA FILL: AS NEEDED (SEE PROFILE) M.O.A. APPROVED SAND FILTER: 2.2-3.0 FEET EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 750 EXISTING AND PROPOSED FINAL GRADE _ 93.68-93.72 PROPOSED BOTTOM or FILTER SAND = 87.40-88.20 INVERT OF (REMOVE ALL ORGANICS) PIPE = 85.59 -A- -WATER LEVEL IN MTS ON 6/1/22 = 82.65-82.79. SEE NOTE BELOW. ORIGINAL GRADE BOTTOM RELATIVE ELEVATION OF = 87.35-87.65 z 9/8/2003 & 9/15/2003 = 76.65 (2022) @ 93.58 ON 6/1/22. ASSUMED GROUNDWATER O LEVEL BASED UPON WATER PROPOSED LEVELS IN GEG TH#1 (2022) RELATIVE ELEVATION OF BOTTOM OF BOTTOM OF TH#2 = 72.65 DRAINROCK/TOP OF FILTER SAND = 90.40- _ � PROPOSED BOTTOM or FILTER SAND = 87.40-88.20 INVERT OF (REMOVE ALL ORGANICS) PIPE = 85.59 -A- -WATER LEVEL IN MTS ON 6/1/22 = 82.65-82.79. APPROX. EXISTING FILTER INVERTS = 90.90 21GINAL GRADE - 69.75-90.05 �- - -'"•' INVERT OF OLD - PIPE = 87.62 BOTTOM OF OLD TRENCH = 83.55 EXCAVATE ALL CONTAMINATED MATERIAL AND REPLACE WITH MOA TYPE IIA 5' 35' FOR �r BOTTOM OF TRENCH = 86.05 -WATER LEVEL IN MTS ON 6/1/22 = 85.07-85.19 SEE NOTE BELOW. -EXISTING AND SEE NOTE BELOW. BOTTOM RELATIVE ELEVATION OF 1. TRENCH = 81.49 GROUNDWATER ON 9/8/2003 & 9/15/2003 = 76.65 (2022) @ 93.58 ON 6/1/22. ASSUMED GROUNDWATER 94.53-95.38 LEVEL BASED UPON WATER N LEVELS IN GEG TH#1 (2022) RELATIVE ELEVATION OF AND GEG TH#2 (2022) BOTTOM OF TH#2 = 72.65 APPROX. EXISTING FILTER INVERTS = 90.90 21GINAL GRADE - 69.75-90.05 �- - -'"•' INVERT OF OLD - PIPE = 87.62 BOTTOM OF OLD TRENCH = 83.55 EXCAVATE ALL CONTAMINATED MATERIAL AND REPLACE WITH MOA TYPE IIA 5' 35' FOR �r BOTTOM OF TRENCH = 86.05 -WATER LEVEL IN MTS ON 6/1/22 = 85.07-85.19 SEE NOTE BELOW. -EXISTING AND PROPOSED WATER LEVEL IN GEG TH#2 FINAL GRADE _ (2022) @ 93.58 ON 6/1/22. 94.53-95.38 TEST HOLE EXCAVATED N ON 5/31/2022, N F � ORIGINAL GRADE= 92.2 5 92.55 w a. wm a -INVERT OF PIPE= 90.12 _ ___\:WATER LEVEL IN MTS ASSUMED HIGH ON 611/22 = 87.38-87.46 GROUNDWATER LEVEL SEE NOTE BELOW. BASED UPON WATER LEVELS IN GEG TH#2 (2022) AND IN DRAINFIELDS RELATIVE ELEVATION OF BOTTOM OF TH#1 = 76.55 TEST HOLE DRY ON 9/15/2003 SCALE: 1"=5' DRAINFIELD N N O N Vit• 1 ch CD co. ro L' W W M - W m 5 wo z0 z -i W zp> Lu CN 3: uiD' 2 Q CL a o 0 b r Ism 01 2. kma J 5m Z� O W. WW W. Ji U)� U aw< D ZoLLJ o W o 0 u-- Z� _ Z UN `_ wx 8 0 C) B OD U) �1 0 U) 0 W W z Q C- LL aU) YO 0W °Q oI- LL F- c`t7d a� w Ul�_V ml li Atm lio �ql �ffley A. GwZ 'tness -' V AV C 7 53 � 2m s lz'• SCALE: O FQ ••..........®® mmmmol��®ApR4FESS1�® 1. = 10' LICENSE #AECC884 COMPONENTS SUPPLY NOTE: 1. TANKS, RISER ADAPTER RINGS, AND INSULATED RISERS ARE INFILTRATOR— PRODUCTS AVAILABLE THROUGH FERGUSON SUPPLY 2. THE PUMP, FLOATS, INTERNAL PIPING, GROMMETS, CONTROL PANEL, XPERT ALERT UNIT, AND AEROCELL UNIT ARE SUPPLIED BY GARNESS ENGINEERING, THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICST° PRODUCTS. 3. ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING, FITTINGS, WIRING, INSULATION, ETC., SHALL BE SUPPLIED BY THE CONTRACTOR. NOTE: ALL PIPING FROM PUMP TANK TO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL THAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STANDING WATER. FINAL GRADE (SEE 24" MOA APPROVED INSULATED LID AND RISER -7 i INLET INFILTRATOR TANK NOTES: • PER INFILTRATOR SYSTEMS, INC., THESE TANKS HAVE A MAXIMUM BURIAL DEPTH OF 48 INCHES OVER TOP OF TANK. • PER INFILTRATOR SYSTEMS, INC., THE TANKS ARE TO BE BURIED SO THAT THE INVERT OF THE INFILTRATOR TANKS ARE NOT SUBMERGED DURING HIGH GROUNDWATER LEVEL CONDITIONS. O GEG RECOMMENDS ALL PIPE PENTRATIONS/JOINTS ASSOCIATED WITH THE INFILTRATOR TANKS THAT MAY BE SUSCEPTIBLE TO INFILTRATION BE ENCASED IN BENTONITE CHIPS. 6 IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL ENSURE THAT SOIL COVER AND/OR BALLASTING IS PROVIDED AS OUTLINED IN THE INFILTRATOR "SEPTIC TANK BUOYANCY CONTROL GUIDANCE" BROCHURE. SJE RHOMBUS INSTALLER FRIENDLY SERIES (IFS) TIMED CONTROL PANEL WITH DRY CONTACTS FOR XPERT ALERT WIFI MESSENGER UNIT ELECTRICAL WIRE/S (SUPPLIED BY CONTRACTOR INSTALL DOUBLE CLEANOUTS BETWEEN TANKS 4" CLEANOUT—, 4" CLEANOUT 2" OF INSULATION OVER TANKS IS REQUIRED ON ALL INSTALLATIONS REGARDLESS *48" MAXIMUM OF BURIAL DEPTH OPERATING 1 44 MINIMUM LIQUID LEV`EL j OPERATING I LIQUID LEVEL I j j j (747 GALLONS) IM -1530 GALLON TWO-COMPARTMENT INFILTRATOR TANK - IM -1060 GALLON SINGLE -COMPARTMENT SIM/TECH PRESSURE FIL UL LISTED JUNCTION AND PVC CONDUIT FOR ELECTRICAL CONNECTIONS (TO BE SUPPLIED BY CONTRACTOR)- GOULDS PE51M PUMP OR EQUIVALENT— —24" MOA APPROVED INSULATED LID AND RISER - 4" VISUAL INSPECTION PORT 4" BY 4' WIDE INSULATION CENTERED OVER PIPE ,.—SJE RHOMBUS XPERT ALERT WIFI MESSENGER UNIT (REMOTE MONITORING SYSTEM). INSTALLED IN HOUSE AS CLOSE TO INTERNET "BOX" AS POSSIBLE. QUANICS NS -500 -AC AEROCELL POD 3+ FEET OF COVER OVER TOP OF DISCHARGE PIPE - 4" VISUAL INSPECTION / PORT —� - 1.5" SCH. 40 PVC FEED LINE 4" DISCHARGE (20%) TO DRAINFIELD OR 4" RECIRCULATION RETURN LINE (80%) PUMP VAULT — '--WEEP HOLE 'TIMER OVERRIDE FLOAT- 1,094 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. *HIGH WATER FLOAT - 1,044 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. *LOW LEVEL CUTOFF FLOAT (ON/OFF) - 747 GALLONS CAPACITY WHEN FLOAT IS DEACTIVATED. 2 - 8" CONCRETE CINDER BLOCKS FOR PUMP PEDESTAL - STACKED -SIDE-BY-SIDE (SUPPLIED BY CONTRACTOR) NOTE: ALL PRESSURIZED PIPES ARE TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. PUMP TANK FLOAT SETTINGS INFILTRATOR TANK MODEL IM -1060 TOTAL CAPACITY 1278 GALLONS WORKING CAPACITY 1094 GALLONS INLET INVERT 47" OVERRIDE FLOAT 34-(-42') HIGH WATER ALARM 32'(-40') ON/OFF FLOAT 25'('33-) FLOAT LEVELS ARE FROM BOTTOM OF PUMP (*MEASUREMENT FROM BOTTOM OF TANK). NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH MINIMUM TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. Alaska Author/zed Dealer 0 Y Z Z€ fY U_ cath W00 N Zi 2 co inM 0 Uy a wm W O0) ZO wM zJ .- Z CO � OF N. AV4rr.rte _� ........... .......... .... ...r.... O®St i% jbrCA.Games ��® �s ®®® : °•• �,b Z�'' Nei,� LICEN E ESS,"' P®O #AECCaaa ®®11,411 ®®® Y Z Z€ fY O 7j m I- Zi J 0 Uy LL Z c1) O W; J� Z CO � 14 Zo W ~ �a O U) Za J U� Zo U U 0 W U)U) W Q U I�! `°°< O 4 9.U) YW U L t` x M 121)W oIL ~ LLO oa < U OF N. AV4rr.rte _� ........... .......... .... ...r.... O®St i% jbrCA.Games ��® �s ®®® : °•• �,b Z�'' Nei,� LICEN E ESS,"' P®O #AECCaaa ®®11,411 ®®® THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of of 20_a, by and between 67-1,Z)_ tj i' , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description) 2. Maintenance. Retsairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05!18'2018) Page I of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS maybe assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 VV Bv: W ;nature) Date, � /� Z26 2-2— nt name) STATE OF ALASKA ss. THIRD JUDICIAL DISTRICT The for goinA instrument was ack� wleft d before me this day of 203& rUd U& ClIp- I L NOTARY LIi3Af-AWA P40TARY PUEHJC My Commission expires: GERI E HONEYCUTT F P87TATZ OF ALASKA MY COMMISSION EXPIRES JUL 25, 2024 Lj MUNICIPALITY: By: O�'� (signature) Re6C CA- 0�r ro � ( (print name) (rev. 05/18/2018) Date: Title: Page 3 of 3 Municipality of Anchorage • .. Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SWO30404 PID Number: 051-541-03 Nome: BRAD RUD Wastewater System: ■ New p Upgrade Address: 22208 BIRCHWOOD LOOP RD. a CHUGIAK, AK. 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 688-3222 5 0 Deep Trench 2 Shallow Trench 0 Bed 0Mound OOther LEGAL DESCRIPTION Sog Rating: 0.45 Total Depth Iron, original orate: cpo s,. in 6.5 MAX. re. Block: Lot: subdivision: 1 14 PETERS GATE Depth to pipe spawn, from original grade: Drove depth beneath pipe: SEE DWG. rt. 4+ rt. Township: Range: Section: rip added above CA91W green Grovel longth; _ _ — SEE DWG rt. 168'+ (3 ® 56'+) n, WELL: ■ New [] Upgrade Gravel wMth: 5 Number ofll a 3 between *we.etanee between 15+ P. fz classification (Prhab, A&C: TOW DWth:Cased To: Tota abemMiaf area: pMe material: PRIVATE 200 R 42 FL 1680+ so. rL D 3034/17-810 Dmier: SULLVAN WATER WELLS We DriWd:Static 19/29/03 water Lew/: 40 imataber: OWNER Dab Netollee: 10/3-4/2003 fc Y". pump Set a: Cosine „eight #bee. Grand: 2.5 GpM UNKNOWN rL 1.5 n. TANK SEPARATION DISTANCES ■septic OHolding OS.T.E.P. ❑Other To From septic Tank Absorption Field Lift station Holdingobis/F= Tank sewer Dnee Mmufoaturn: ANCHORAGE TANK capacity h gatkaw: 2000 Well 100'+ 100'+ — — 25'+ Matedal: STEEL Number of campatmmns: 2 Surface Water 100'+ 100'+ — — — LIFT STATION Lot Une 5'+ aT — — — 5th in golk.- Mamafeatuer: Foundation 5'+ i 10'+ _ _ _ ea leval a: = High water alarm at: Curtain Drain NONE KNOWN Pump Mab Electrical Inapectionw W."ied by. Remarks: w7 FOOT LOT LINE WAIVER REQUESTED. BENCH MARK Location ane Description: SEE ATTACHED WAIVER LETTER. BOTTOM OF TANK IN ST2 A nod Elawben: 80.84 FL ENGINEERS 3, 00040 P OFA X04 Inspections performed by: GEG, Ltd. Dates: 1st 10/3/2003* ' 9 ...........................� 2nd 10/3/2003 �0 3rd 10/3/2003 .. j or ess.- p •. ppp� - Development Service De lartm t A proval •. 1 0Y Reviewed and approved by: Date: .2' -0 (Rev,. u/ot) 0 tofessloa x DOOpoo� PERMIT N PARCH ID NUMBER: SWO30404 4O4 AS-BUILT DRAWING 051-541-03 �' DRAINAGE DITCH FS 2 WITH SURFAZ;E WATER FS1 DBL2 FS3 DBL1 DETAIL NEW WELL \�-•~'' I.o NEW ORAINFIELDS f/ _ BfpRO�' II II lot, I I ��� 1 1 I I —�• I� I I I II \ ji ji ij II I — I LOT LINE NEW 2000 GALLON SEPTIC TANK WAIVERFOT ED SEE DETAIL A I B A B 1 19.51 4. 4. / 25.11 4 ALTERNATE WILL REQUIRE 9. 4 4 1� OF / THE USE OF AN ADVANTEX F5726.44MT4 TREATMENT SYSTEM 6. 6 91. 9.61 1 5. DATE: 12/5/2004 O,( • • .... ... • A�4o - DRAWN BY: J.L.M. GA.RNESS ENGINEERING GROUP, Ltd. ¢ z pp SCALE: CONSULTANTS A GENERAL CONTRACTORS 1" = 40, • , •, . ,,,••, ,••,•„ D -3701 E. TUDOR ROAD, SUITE 101 . ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRAD RUD (907) 688-3222 2 OF 3 p of r A. ss. 0 pp C —7 53 It �Q P ^e • .•4'pl��q� 4�� "�ofessio^a'� �40pp000�� LEGAL DESCRIP71ON: LOT 14, BLOCK 2; PETERS CREEK SUBDIVISION TYPE OF WORK: AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM PERMIT NUMBER: SWO3O4O4 FILTER AS -BUILT DRAWING FINAL GRADE 94.22-95.00 TOP OF TANK 5TI 5f2 INLET - 91.80 INVERT OF INLET - FILTER FINAL GRADE INSU - 58.7-89.7 ORIGINAL GRADE - 87.35-87.65 NEW 2000 6&a ON %rTic TmK FILTER INSUI FINAL GRADE - 91.0-91.5 rORIGINAL GRADE I - 89-.75-90.05 F TANK - 91.72 OF BUNG - 91.00 PARCEL ID NUMBER: 051-541-03 93.2-93.9 in I is BOTTOM OF TRENCH - �. .I L Cnrn ee: ••• ✓ i"�'� INVERT OF PIPE • 87.62 �AVGJ I. IE gg -10 .<., N�_IfERT OF IPE PIF 10 BOTTOM TRENCH BOTTOM4' 5. TRENCH - Li i ' ' ELEVATION BOTTOM ELUAlmil "I Www" AC:11 PREPARED FOR: BRAD RUD (907) 688-3222 LEGAL DESCRIPTION: LOT 14, BLOCK• • TYPE OF PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM F TANK - 91.72 OF BUNG - 91.00 PARCEL ID NUMBER: 051-541-03 93.2-93.9 in I is BOTTOM OF TRENCH - �. .I L Cnrn ee: ••• O�SiY7/04 17iU 10:12 FAX 9078882159 BCC Q002 certctieb.-rtllin a to a by CO- SULLIVAN WATER WELLS P.O. BOX 670214. CHUOMIC, ALASKA 89567 • -M AMFESS: LEGAL DESMPFIMYZ7 E- I& J/ f ioT A I I PERM M MBUt 0 Qf4 Date of Issue -3 - TAX IDENmeA710N mimEER:o �/-_.Sy 1-�03 Is wall located at approved permit bcOM? Q-116 U NO McUmd of DaIV. 4rg5rob" U cable tcd Depth of web a 00 CabiMTypeaEJL(--WaBThUm.ess 'tea Diameter [� r r fr,chm depM 4 _feet LkwType: Casin9 Stldatp Above erwrxt •2 feet Static Waterle,et 46 feet Recover Fate: ab a _gpm Method of Testiru a g. Wen intake Ope *Q Type: O opert and ft%p note J perforations start feet feat GraA Type: ro.•+ . /-V' �Niune "'7 1.r3r. Depth tom feet. to 0 feet Well Disinfected Upon Contpfe5on2 b es 0 No Method Of Disffdec1l= C -14 o .Q. "i r= V Y ✓/� ' _c�asr,�s s—r�tcJf oclnK/�staa".� �'dtaGLL G•?CQ':U t3c'•o�s.Jc� R�14c.� ,3dci,-� rC•9ci�'«7 d.5 6✓.,• 13 D.f oa t 14r9 -:c -c7 6Qc..J UIE14TON: It is the nwponsibillty of ft property owner to Submit a copy of the well " to the proper authority. Municipality A Anchmge: Department of Health & Human Services and/or Department of ewwonmental Conservation. MatSu Borough -)eparknent of ErMror mental Conservation. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW030404 Date Issued: Sep 29, 2003 Expiration Date: Sep 28, 2004 Parcel ID: 051-541-03 Legal Description: jFr Gate$lock I F 4C`74' Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Unknown Owner Name: Brad Rud Lot Size: 57064 SO. FT. Owner Address: 22208 Birchwood Loop Road Total Bedrooms: 5 Permit Bedrooms: 5 Chugiak , AK 99567 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: J Municipality of Anchorage • �` Development Services Department Building Safety Division ` On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION Us 1—,:;- (fFOR /A�SINGLE FAMILY DWELLING lJ Parcel I.D. J'"� `i 1 — 11 Permit Number Sw0 30404 Property owner(s) BRAD RUD Day phone 688-3222 Mailing address (1) 22208 BIRCHWOOD LOOP ROAD ' CHUGIAK. AK Mailing address (2) Zip Code 99567 Legal description (Lot, Block & Sub'd.) LOT 14. BLOCK 1: PETERS GATE SUBDIVISION Legal description (Section, Township & Range) Lot Size 5'_L(XQq. Acres q.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: $ 550 Waiver Fees: Date of Payment: / •c�3 •K% Date of Payment: Receipt Number: / Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC. September 22, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Lot 14, Block 1; Peters Gate Subdivision To whom it may concern: The proposed 5 bedroom house will be served by a private well and septic system. The propose well is to be drilled in the area shown on the attached site plan and design drawings. Two test holes were excavated on the property. The primary site will be deigned around the 30 foot radius of test hole #1. We are proposing to install a 2000 gallon septic tank and three 5 -wide trench type drainfields. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.45 gallons/day/ft should be used. 2. TRENCH DESIGN: a. Percolation Rate: 20 & 60 minutes/inch b. Proposed Application Rate: 0.45 gallons/day/ftZ c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 1667 ftZ f. Total Depth: 6.5 feet (maximum) g. Effective Depth: 4.0 feet h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 3 @ 56 feet long each (168 feet total length) k Effective absorption area = 1680 ft2 3. SURFACE WATERS: There is a small septic system is installed and the lot cleared, the If any potion of the stream is within 100 feet of culvert. stream along the north property line. Once the 100 feet setback to this stream will be measured. the septic system, that portion will be place in a 3701 E. Tudor Road, Suite 101 r Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com 4. TOPOGRAPHY: The area around the proposed drainfields is a 10 to 15 percent slope running approximately east/southeast to west/northwest. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your :., M.S. NOTE: A site plan drawing, a design drawing, a detail drawing, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 r Fax: (907) 338-3246' Website: akwwc.com I.I I I I. LOT 12, BLOCK 1; I I PETERS GATE S/D I Ijl III I I I I Ii1 I ',I III LOT 13, BLOCK 1; PETERS GATE S/O SERVED BY A PRIVATE WELL AND SEPTIC SYSTEM NO ENCROACHMENT CONCERNS Y APPRORI%MATE LOCATION OF SMALL STREAM � F LOT 8, BLOCK 2: PETERS GATE S/D / / II LOT 7, BLOCK 2; i J PETERS GATE S/D II I 11 I i I I 1 I lid 1 � i i \ PROPOSED i I 1 WELL � 1 n n �— Avi I I I I I i I PROPOSED / (SEE DESIGN / I 'L -ALTERNATE SITE 1 LOT 15. BLOCK 1; PETERS GATE S/O I I I ALASKA WATER & WASTEWATER CONSULTANTS, INC. aani a ii In ne enAn cI IITe Inl + A+l/`u I,C A/:C /.r OOFI,I + PYf1UF fOMli{].A I]O + FRY lO fl]Ii iP _1 JLR PARED FOR PHONE NUMBER: BRAD RUD 688-3222 LL DESCRIPTION: LOT 14, BLOCK 1; PETERS GATE SUBDIVISION SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM I I)I I 1 Ii fE: 9/22/2003 . ENUMBER: 100' ....E r 1 OF 3 —PROPOSED 5 BEDROOM HOUSE SYSTEM 2 OF 3) A,ar, ss: -79 TO TRENCH 11 APPROXIMATE STREAM LOCATION. ALL PORTIONS OF THE STREAM WITHIN 100 FEET OF THE PROPOSED SEPTIC SYSTEM ARE TO BE PLACED IN CULVERTS TO TRENCH 12 FRC (THE HOMEOWNER IS RESPONSIBLE FOR OBTAINING / ANY PERMITS FROM THE CORP OF ENGINEERS OR THE MUNICIPALITY OF ANCHORAGE.) / / TO TRENCH S FLOW SPLITTER DE I / 0'+ PROPOSED 5 BEDROOM \ HOUSE FOUNDATION CLEANOUT ROPOSED 1500 GALLON SEPTIC TANK ALL DOUBLE CLEANOUTS I INSTALLFLOW SPLITTERS (SEE DETAIL DRAWING) SITE `PROPOSED DRAINFIELD. EXCAVATE THREE TRENCHES THAT ARE 6.5 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 56 FEET LONG EACH (168 FEET TOTAL. LENGTH). ADD 4 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO CONTOURS. (SEE DETAIL DRAWING ON PAGE 3 OF 3) ALASKA. WATER & WASTEWATER CONSULTANTS, INC. 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 ` FAX (907)338-324f (PREPARED FOR: PHONE NUMBER: BRAD RUD 688-3222 9/22/2003 UN BY: p� J.L.M. �Q PILE: 1 " = 40' Q...... 1L DESCRIPTION: LOT 14, BLOCK 1; PETERS GATE SUBDIVISION OF WORK: DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEN 2 O 3 T Iyl y G ess- C 7953 'orol esslonON �•1 ' J i i� �'ti 1.� •t• 0'+ PROPOSED 5 BEDROOM \ HOUSE FOUNDATION CLEANOUT ROPOSED 1500 GALLON SEPTIC TANK ALL DOUBLE CLEANOUTS I INSTALLFLOW SPLITTERS (SEE DETAIL DRAWING) SITE `PROPOSED DRAINFIELD. EXCAVATE THREE TRENCHES THAT ARE 6.5 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 56 FEET LONG EACH (168 FEET TOTAL. LENGTH). ADD 4 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALLEL TO CONTOURS. (SEE DETAIL DRAWING ON PAGE 3 OF 3) ALASKA. WATER & WASTEWATER CONSULTANTS, INC. 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 ` FAX (907)338-324f (PREPARED FOR: PHONE NUMBER: BRAD RUD 688-3222 9/22/2003 UN BY: p� J.L.M. �Q PILE: 1 " = 40' Q...... 1L DESCRIPTION: LOT 14, BLOCK 1; PETERS GATE SUBDIVISION OF WORK: DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEN 2 O 3 T Iyl y G ess- C 7953 'orol esslonON FLOW SPLITTERS T— O _________________ __ _ ______C1 T C�n I �uL------------------- — ---- MT-Q- 56 TQ56 FEET LONG b E __ ________ -, ICO C901 ------------------- _—_—_— MTQ� r56 FEET LON 0 co --------------------- ----------- I T CO - 1 I -0MT---------------------------!IT '► 56 FEET LONG -I FINAL G RADEOFRADER FILTER COVEFABRIC FINAL GRADE FILTER [.3'f+ OF COVER ORGINAI GRADE FABRICMT COFILTER MT COORGINAL GRADE FABRIC ALASKA WATER & WASTEWATER CONSULTANTS, INC. 01 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 . FAX (907)338-3246 'PARED FOR: PHONE NUMBER: BRAD RUD 688-3222 LOT 14, BLOCK 1; PETERS GATE SUBDIVISION OF WORK: DETAIL DRAWING OF SEPTIC SYSTEM 4 FEET Of EFFECTIVE 9/22/2003 YNAL GRADE + OF COVER GRADE JL.M.BY: 4v N.T.S. / ...... 3 OF 3 WIWI CONSULTANTS, :INC. • APIH IT: ck� ca SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 14, BLOCK t: PETERS GATE SUBDIVISION PERFORMED FOR: BRAD RUD DATE: 9/6/2003 DEPTH ---- (feet) —_— ORGANICS TEST HOLE #1 DEPTH TO GROUNDWATER DATE DRY 9/6/2003 SOIL CLASSIFICATIONS•R DRY 9/15/2003 6' — 2 16:40 30 5-1/2- 1/2" 3 - ----- I — f • TH/ + +TH/1 Ilu�j;'ytcEtj SITE PLAN t 1 "-100' ; Inlilll� � R• . 5 1y9y�y�� — 6" I�111' 6 17:40 30 5-1/2" 1/2" ly�yyyyy 1/1/NNS 1OH • LHLH �y�yE�yy; 111111111 ttll y 1 ��1��11 Lf���SIC DEPTH TO GROUNDWATER DATE DRY 9/6/2003 DRY 9/8/2003 DRY 9/15/2003 6' — 2 16:40 30 5-1/2- 1/2" 3 - ----- I — f • TH/ + +TH/1 Ilu�j;'ytcEtj SITE PLAN t 1 "-100' ; 5-1/2" � R• . 5 17:10 — 6" — 6 17:40 30 5-1/2" 1/2" ly�yyyyy �y�yE�yy; DEPTH TO GROUNDWATER DATE DRY 9/6/2003 DRY 9/8/2003 DRY 9/15/2003 6' — -swiffillaw e A.`Go�ess.• C —7953 V\\nP�O f essi0/���0 DATE READING CLOCK TIME APPRORIXMATE LOCATION I WATER LEVEL READING OF SMALL STREAM i 9/8/2003 1 I ,r — 6' — 2 16:40 30 5-1/2- 1/2" 3 - ----- I — f — TH/ + +TH/1 17:10 SITE PLAN t 1 "-100' ; 5-1/2" 1/2- 5 17:10 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/8/2003 1 16:10 — 6' — 2 16:40 30 5-1/2- 1/2" 3 16:40 — 6" — 4 17:10 30 5-1/2" 1/2- 5 17:10 — 6" — 6 17:40 30 5-1/2" 1/2" 19� PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS fERFPRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: OF ®..�.�� � '-� I _ F,•.,... ... ,.SAO AI..ANSKA WATER & WASTEWATER CONSULTANTS, INC. ¢ T—...........*O�0 SOIL LOG - PERCOLATION TEST �. „ ... LEGAL DESCRIPTION: LOT 14, BLOCK 1; PETERS GATE SUBDIVISION OOP •.J y .Gar ess, ` QD PERFORMED FOR: BRAD RUD DATE: 9/6/2003 (f (feet) _-- ORGANICS PTH40°QO'o/ess10oa0 TEST HOLE 00000 SOIL CLASSIFICATIONS 2 LLOCAT'ONI .•, _ - r.cr> GW ORG 3 r::i^: GP ML GM CL GC OL.4 SWMHSPCH5 SM .' OH6SC7GM/SM/ML g W/ POCKETS 9 OF CL THROUGHOUT =100'; , , , 10 11 12 13 14 15 B.O.H. 16 17 18 PERCOLATION RATE •20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: e YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: 'VISUALLY RATED SOILS TO BE A 0.45 APPLICATION RATE FOR A TRENCH TYPE SYSTEM. PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WA P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -IA LAO 3 DEPTH TO GROUNDWATER DATE 14' 9/6/2003 11' 9/8/2003 17' 9/75/2003 16:09 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/8 /2003 1 16:09 — 6" — 2 16:39 30 4" 2" 3 16:39 - 6" - 4 17:09 30 4-1 2" 1-1/2" 5 17:09 - 6" - 6 17:39 30 4-1/2" 1-1 2" Mum palh a mchorage * Development Services Department _ Building Safety Division On-site Water 8 Wastewater Program N -- --- -- 4700 SouthrageS P.O. Box 19665p Anehorege,L AK 995111-8650 www.ci.anchorage.ak us (907) 34&7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-541-03 HAA# 40 6 4 1. GENERAL INFORMATION Expiration Date: 3 0 S Complete legal description LOT 14 BLOCK 1: PETERS GATE SUBDIVISION Location (site address or directions) SIERRA MESA DRIVE * CHUGIAK, AK' Current Property owner(s) BRAD RUD Day phone 688-3222 Mailing address 22208 BIRCHWOOD LOOP ROAD • CHUGIAK, AK 99567 Lending agency Mailing address Real Estate Agent Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-sfte Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal andlor water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the onsite water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my Investigation and inspection, the onsite water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 + ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identltrable features. The operational INe of all wells and septic systems depend on the local soils condrtion, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any wananly or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for Me sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or perry Is not authorized, nor will n confer any legal right whatsoever. 5. DSD SIGNATURE _1L Approved for -E- bedrooms. Disapproved. Phone 337-6179 Date ( ° _ Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist _ Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: Original Original Certificate Date: (R�. 1yoq SES_ municipanty or Ancnorage ,r e Development Services Department. t�h;z«, Building Safety Division •s • ."r: Onsite Water & Wastewater Program AUTNORiTY APPROVAL CHECKLIST 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 LegalDescriptioni LOT 14 BLOCK 1• PETERS GATE SUBDIVISION - Parcel ID: 051-541-03 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTNORiTY APPROVAL CHECKLIST LegalDescriptioni LOT 14 BLOCK 1• PETERS GATE SUBDIVISION - Parcel ID: 051-541-03 A. WELL MiA Well type PRIVATE If A, 8, or C provide PWSID# N A Well Log (Y/N) YES Date completed •9f2.9feO - Sanitaryseal (Y/N) YES Wires properly protected (Y/N) YES I Total depth .200 ft. Cased to --±2-1t- Casing height.(above ground) 18+ in. i 3 -FROM WELL LOG AT INSPECTION € Date of test 9/29/2003 Static water level 40 • VVell production 2.5 g.p:m. ..... —g.p:m. g WATER SAMPLE RESULTS: w '. Coliform 0 eoloniest100 ml. Nitrate 0.270 mg,/L. Other bacteria 0 colonies/100 ml. .. Ez . Arsenic: 'N A mg./L. Date of sample: 6/2j/6S Collected byi GEG, LtD. B. SEPTIC/HOLDING TANK BATA l Tank Type/MaterialSTEEL Date installed 10/3-4/2003 j Tank size '2000 gal. Number of Compartments 5 Cleanouis tY/N) YES F -Foundation cleanout (YIN) YES Depresslon over tank (Y/N) NO High water alarm (Y/N) N/A `- bate of pumping NEW Pumper — C. ABSORPTION FIELD DATA FBELOW FINAL GRADE }' Date installed 'I 0/3-4/266S Soil rating 6.45 - System type 5 -WIDE TRENCHES v Lgngth 168+ Width5 ft. Gravel below pipe 4+ U. s H L7.2-s.o 1680 YES l: Total depth ft. Eff. absorption area_ ft Monitoring tube_ Depression over fold NO € Date of adequacy test NEW Results (Pass/Fail) — For 5 bedrooms Fluid depth in absorption Feld before test in. Water added' � gal. New depth =in. j Elapsed Time: = min. Final fluid depth = In. Absorption rate 5= — g p.d. 6 f Ally rejuvenation treatment (past 12 mo.) (Y/N 8 type) - If yes, give date - A i Size in gallons "Pump on" level at _in. E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *7' Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 25'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date i2A4w N HAA Fee $ _ '_J / Date of Payment 1) 4 Receipt Number I ZqO (Rev. 12)01) Waiver Fee $ (/At2 Date of Payment Receipt Number 12- 2-04; 4:13PM� SGS Ref.# 1047659001 Ment Name GMcss Engineering Group, Ltd Project Name/# Peter's Gate SID, L14, BI Ment Sample ID Peter's Gate S/D, L14, BI fatris Drinking Water Unple Remarks: :807 6615301 0 2/ 3 All DattsMmes are Alaska Standard Time Printed Date/Time 12/02/2004 14.43 Collected DateMme 11/21/2004 l,20 Received Daternme 11/22/2 11.10 Technical Director S1 h . Ede Released � aametc Results PQL Units Method Container ID Allowable Prep limits fate Analysis Date Init atara Department Nitrate -N 0.270 0.100 trWl EPA 300.0 B (<=10) 1122/04 B)A Lcrobfology Laboratory Total Coliform 0 eol/100m1, SM209222B A (al) 1122/04 DKC GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS December 5, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Lot Line Waiver for Lot 14, Block 1; Subdivision. To whom it may concern: We request that your department issue a 7 foot lot line waiver from the south property line to the new drainfield. I am unaware of any adverse impacts this waiver would have on adjacent wells or septic system/1� you have any questions, please contact us at 337-6179. Thank you for your assistance. ' I .E., M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Pax: (907) 338-3246 " Website: garnessengineering.com Municipality of Anchorage •rs� �L, <a Yh A, X 2 P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone (907) 343-8301 • Fax (907) 343-8200 4700 Bragaµ• Street • Anchorage, Alaska 99507 s n s r v waZmunl.org Mayor Mark Begich Building Safety Division 12/9!2004 Gayness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage Ak. 99507 Subject: Waiver Request for Peters Gate Block 1 Lot 14 Waiver Request #WR040092 Parcel ID #051-541-03 HAA# 040649 Permit # 030404 Dear Gayness Engineering Group: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any fiuther concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Poet Engineering Technician On -Site Water & Wastewater Program Community, Security, Prosperity Applicant: Brad Rud Waiver Requested: 7 foot generation distance absorption field to prooertv line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted:. Waiver is not Granted., List Conditions or Reasons for above: Date: L-2, q_ o q By. Ns Rec#: 12-6-04 Amount: $M Date Paid: 121912004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343.7904 Waiver Review Worksheet WR#: "040092 PID#: 05154103 HA#:40 0649 Permit#:030404 Date Received: 12-6-14 Legal Description: Peters Gate Block 1 Lot 14 Engineer. Garness Engineering Group Applicant: Brad Rud Waiver Requested: 7 foot generation distance absorption field to prooertv line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted:. Waiver is not Granted., List Conditions or Reasons for above: Date: L-2, q_ o q By. Ns Rec#: 12-6-04 Amount: $M Date Paid: 121912004 11/12/04 F,RI 13:08 FAX 9076882139 i.i.� A FOUND 5/6" REM o FOUND tx• PLASTIC CAP ON S/6" REBAR ®w WELL Oev SEPTIC VENT OW CABLE PEDESTAL 0 FRENCH DRAIN SIGN XX XX XX MEASURED DATA (XX XX XX) RECORD DATA PER BCC / n 7' 4 L_V / r 5 PETERS GA TE SUBDIVISION PUT 74-1 job% ui ..�..s•,.. ,...—r...` �.�pRA/NA O BLOCK NUMBER �... `... �... e.,.� CULVERT 000 00 �10-1.'' •�+'•'''� •'.+"�• Iii i.•,:.r,:,:4s, r..sA LOT 14 ' ':- ,•' H 'L�'�• Cey o� 00'reW /nr -1 L. V / I ,0 O a I IM 002 1 hereby certify that I have, or someone under my supervision has, Inspected the property described as: LOT 14, BLOCK I PETERS GATE SUBDIVISION (PLAT No. 74-146) Anchorage Recording District Irk Th. Imernvem.ete situated thereon are within the property lines Y Com': rF ; •. ••t �N FJ I X�011 (71 ON I I� I I►"'� JO' r..sA LOT 14 ' ':- ,•' H 'L�'�• Cey o� 00'reW /nr -1 L. V / I ,0 O a I IM 002 1 hereby certify that I have, or someone under my supervision has, Inspected the property described as: LOT 14, BLOCK I PETERS GATE SUBDIVISION (PLAT No. 74-146) Anchorage Recording District Irk Th. Imernvem.ete situated thereon are within the property lines / / Anchorage Recording District 0 123 /rz n� 4,.�. 0 The Improvements situated thereon are within the property lines // ��y yARY.D. KOWAL and do not encroach or overtop onto adjacent properties, nor do / ,� 86Sa49 I any improvements from adjbcen£ prbpeTtiea encroach or overlap -il.?7x Y.`M d onto this property, except as indicated hereon. V,'K ice: ,,\\\Wgg� he lot Garners havebeen set. The property dimensions show ore from the record plat and ars not nseaesarlly os ve hay Mw oasursd. ThsIngrowrnl locations aro appromicmte and have been determined only to the extent that enables me to determine if there are any encroachments onto or off of the lot. Drafting and reproduction M9 produce graphic Inoanehttenaie; therefore sealing should not he attempted to O 20 40 determine unchain dleenelona. This net adequatefor I nes. Ons the exact iodation of property limn. ants f exact a pe ly or for recorded subdivision plat noted other an shoos hereon and it is easeme:p frac the recorded accidents free thernpaeibilftr hl. the senior is determine If any other saeenente, aavenente, or or to deter SCALE Pit trlelions, s=lat. o NIDNiolack Land Associates. Inc. (MLA) IM This document is copyrighted and Is wlhoriud to be used for one real property M,ne raesWK �D AWOM � AM Vsdsarwn transaction or project only. Any copy Is to M ems ldered unauthorized unless it usual!y In blue ink) or a stamp shoming BUSINESS BLVD. SUITE 205 bears an original surveyor's slaaMlure dote. Copyrighl restrictions `but net rewee restrictions) are 11940 EACLE RNER, A(ASKA 99577 recorder's off!. salved if this document Me hcan officially reeordod. landing inalitutlena cps oleo (907) 694-4499 mpke additional poples for their hen records. Liability to NLA Is limited to is.e resolved for this project. PED WORK DATE 10-15-04 PARTY CHER JO MP 11001: 220-0 PLOT SCAN: 7o.40' DRAWN DATE 11-W+-04 DRAWN BY, AM OPoP. NW 1262 DING NAME. A603-247 JOB NP- 03-247