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Home My WebLink AboutMEADOW RIDGE ESTATES NORTH ADD BLK 6 LT 11Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211355 PID Number: 051-531-16 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name DANIEL HENEGAR C/O ARM SEPTIC SERVICES, LLC AORPTION FIELD ❑ De Trench El Trench E] Bed ound Site Address 25221 HOMESTEAD ROAD, CHUGIAK, AK 99567 Other Phone Number of Bedrooms Soil RatingTotal depth f original grade 688-9433 3 /SF Ft. LEGAL DESCRIPTION Depth to pipe invert from origi EXISTINGel Z I L. N, T depth beneath pipe Ft. Subdivision Block Lot MEADOW RIDGE ESTATES NORTH 6 11 Fill added above original gr Ft. JGr I length Ft. Township Range Section - - - Gravel width Ft. Beds: Number of Lines Dist a between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between t ches From Tank Field Tank Line Ftz - - Well COMM. EXIST. - _ _ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer INFILTRATOR Capacity 1060 Gal. Surface Water 1001+ EXIST. - _ Material PLASTIC Number of compartments 2 Lot Line *Q' EXIST. - - NA Foundation 10' EXIST. - _ L AT10N Manufacturer Capacity Remarks *LOT LINE WAIVER GRANTED (WR# OSV211058) Gal. ROW ENCROACHMENT PERMIT GRANTED. Alarm. location lElectri i alled by PIPE MATERIAL House to tank Tank to D3034 drainfield D3034 Installer ARM SEPTIC SERVICES, LLC Drainfield EXIST. CO/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspection151 8/25/2021 - Location and description dates: 2 DOOR THESHOLD 3'd _ 4,h _ ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's §1tamp Qo6�o� O Conditional Approval: Date TH �.......�. ......... Q , Septic System J re y A. Gorness:' Q lE 7 53 Approve- Date _ `cQQO F d eo' Note: this approval does not include well permit requirements. %��O000SSO #AEcc ��obo (Rev 05/02/18) 0A PERMIT NUMBER:n / PARCEL ID NUMBER: OSP211355 RECORD DRAWING 051-531-16 8 LU+ ( 17.8 1 43.8 C Z 30.9 69.6 MTI 1 30.7 69.2 Ye r NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. WATER MAIN NOTE: AN AS -BUILT DRAWING OF THE WATER MAIN LOCATION WAS PROVIDED TO GEG BY THE ADEC DRINKING WATER PROGRAM. THE WATER MAIN LOCATION WAS SHOWN ON THIS DRAWING IS BASED ON THIS DRAWING; HOWEVER, THE AS -BUILT DRAWING IS OF POOR QUALITY. EVEN IF STANDARD PRACTICE WAS USED FOR THIS INSTALLATION, WHICH IS 10 -FOOT OFFSET FROM CENTERLINE, IT WOULD APPEAR THAT THERE IS 10+ FOOT SEPARATION FROM THE WATER MAIN TO THE DRAINFIELD. NOTE: THE OLD TANK WAS PUMPED, EXCAVATED, REMOVED AND DISPOSED OFFSITE PER CONTRACTOR. 1"=30' 4 FOOT WAIVER EXISTING 3 -BEDROOM .HOUSE INSTALLED DOUBLE CLEANOUTS (DBL3 8 j OeQ / INSTALLEV / DOUBLE PQ / CLEAVUTS (DBLj,& DBL2) R WATER SERVICE LINE LOCATION PER NUS LOCATES. EDGES OF PAVEMENT APPROXIMATE LOCATION OF WATER MAIN LOCATION PER RECORD DRAWING SUPPLIED BY ADEC ELECTRIC L LINE LOCATE (APP X. LOCATION) NEW 1060 GALLON INFILTRATOR PLASTIC SEPTIC TANK. EXISTING DRAINFIELD. PASSED ADEQUACY TEST ON 6/18/2021. NEW CLEANOUT AND 2" STEEL MONITORING TUBE INSTALLED. / NOTE: CO2 TO WATER SERVICE s / LINE LOCATE WAS T-9" ON 8/30/21 a♦yeaeet4As _ 0. 9........ ..............: ENGINEERING =SALES ,CONSULTING '0 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE. ALASKA' PHONE (907)337-6179' WEBSITE: www.garnessengincering.rom „•• ., , PREPARED FOR: DANIEL HENEGAR PHONE NUMBER: PAGE NUMBER: ,®� % .eye G mess.:' �,► C/O ARM SEPTIC SERVICES, LLC 688-9433 2 OF 3 �� J,'• r CE�5*3 •;' �: AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: �I �F • �� • MEADOW RIDGE ESTATES NORTH; BLOCK 6, LOT 11 J.L.M. �1B Fp p' ••...,. •••''•P�, �� TYPE OF WORK: DATE: LICENSE o, e 1!lOS0d*1 's RECORD DRAWING OF SEPTIC TANK UPGRADE 8/30/2021 #AECC884 g1clf,2a PERMIT NUMBER;R RECORD Q R D D RA � J I N G PARCEL 10 NUMBER: OS P211355 V V 051-531-16 TOP OF TANK @ INLET= 94.61 - TOP OF MANHOLE LID = 99.21 FINAL GRADE = 98.57-98.60 ST1 -2" OF INSULATION (PER CONTRACTOR) TOP OF TANK @ OUTLET = 94.55 INVERT OF PIPECad / ` (I !I f j_j, INLET = 94.07 1060 2 -COMPARTMENT INVERT OF PIPE @ INFILTRATOR SEPTIC TANK OUTLET = 93.79 10N 'witulklmiqx t nT Tp ENGINEERING SALES CONSULTING 0 0 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE: www.gamessangineenng.com ®•*• . s.+ ...........� ..... . PREPARED FOR: DANIEL HENEGAR PHONE NUMBER: PAGE NUMBER: ®tom•%, S�fff@, ,A-GBf'Y1�SS wAr C/O ARM SEPTIC SERVICES, LLC 688-9433 3 OF 3®�� (� C 79 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: ��••. �j�� ( �•:•'��® MEADOW RIDGE ESTATES NORTH; BLOCK 6, LOT 11 J.L.M. ®....... �•''••� �® TYPE OF WORK: DATE: LICENSE®4t, FESS\ �. RECORD DRAWING OF SEPTIC TANK UPGRADE 8/30/2021 #AECC684 �lk us®'w N rA ) Scale 1" = 25' , AL� LOT9 DE', Electric Meter 0 Concrete L LT, Tel. Pedestal I;;i Septic Cover A LE % Elec. Pedestal (S; Septic Gas Meter Deck LOT 24 BLOCK 3 TONJESS ESTATES PLAT #82-59 1. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Dimensions to property lines are plus/minus 0.1ft. 2. This document is created by Frontier Surveys for the purpose of an as -built survey for ARM Septic Services, only. 3. This document is based on Plat No. 74-133, Anchorage Recording District. Disclaimer 1. This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. NOTE. 1. SUBJECT PROPERTY IS SERVED BY COMMUNITY WELL. 2. D.E.C. RECORDS INDICATE ACCEPTANCE OF SEPTIC SYSTEM WITHIN R.O.W. =P�ti•, �.F..g1gs?�� r H /i i I•' • • • • Pier gg NJ. Stgier . • • • • • .� i LS_ 12 .•. �r 2/8/2021 i RIO 110FfSSIONA4 AN AS -BUILT SURVEY OF LOT 11, BLOCK 6 MEADOW RIDGE ESTATES SUBD. NORTH ADDN. 25221 HOMESTEAD ROAD CONTAINING: 20,056 Sq. Ft. i/- (RECORD) RECORD PLAT: 74-133 FRONTIER SURVEYS, LLC 650 W. 58th AVE. SUITE E, ANCHORAGE, AK 99518 DRAWN BY: IS I DATE: 08130/2021 I DRAWING ID: 21-429 IE2IE613-461 L-4BU'/-91U3-FL) i8L)19463713 POST IN A CONSPICUOUS PLACE ALL WORK MUST BE INSPECTED Field Inspection Request required 2 working days in advance of starting work and 2 working days in advance for final inspeciton. Call (907) 343-8206 (voice recorder) for scheduling. Permit is not valid without the call-in and also must include the one -call ticket (utility locate) number. t- � MUNICIPALITY OF ANCHORAGE - RIGHT OF WAY DIVISION 1-� Tett i' i311 C. t1 t 4700 ELMORE ROAD TELEPHONE (907) 343-8240 EMAIL: moarowrequests@muni.org RIGHT OF WAY PERMIT 8212222 Type: Encrchmnt Status: Issued Grid: NW1462 Date Applied: 09/13/2021 Date Issued: 09/13/2021 Issued By: claudia.pinard Construction Start Date: Last Updated: 09/14/2021 Last Updated By: claudia.pinard Permittee: HENEGAR DANIEL N Work Order: Utility: Contact Person: Daniel Henegar/ Sonya 337-6179 Primary Inspector: Jon Sauerbrey Address/Loc: 25221 HOMESTEAD RD, Chugiak - @ Meadow Lake Drive. Legal Description: MEADOW RIDGE ESTATES NORTH ADD BLK 6 LT 11 G:1462 Original Work Description: Septic pipes and holding tank encroach 7' into the 60' Homestead Road ROW, holding tank encroaches 5' into the 10' Utility Easement, and deck encroaches 2' into the 10' Utility Easement. Summarized Financial Transactions Fee Description Permit Quantity Amount 1 $120.00 Total Fees: $120.00 See reverse for requirements/remarks. I have read and understand both sides of this permit. I agree to the terms and conditions; and I certify that all work will comply with federal, state, and municipal codes and regulations and the provisions of this permit. Signature: 'ba�- L'"�ta.r Date: 09-16-2021 uig»ign v eruiea: i rz i r -o i )-4o,r r_ -4n _ I-vr k_.3-run6u i y4oJ / o ��lenr S MUNICIPALITY OF ANCHORAGE 6"N '12 :� m Development Services Department Right of Way Section e3 � Department THIS AGREEMENT, made this 13th day of September, 2021, by and between DANIEL N. HENEGAR and his heirs, administrators, and assigns, hereinafter called "PERMITTEE", and the Municipality of Anchorage, a municipal corporation organized and existing under its Charter and the laws of the State of Alaska, hereinafter called the "PERMITTER". WITNESSETH: WHEREAS, PERMITTEE is the owner of the following described real property: MEADOW RIDGE ESTATES NORTH ADD, BLOCK 6, LOT 11, according to the official records thereof, on file in the office of the District Recorder, Anchorage Recording District, Alaska, and; WHEREAS, PERMITTER owns and/or maintains the real property more particularly described as follows: The SIXTY FOOT RIGHT OF WAY OF HOMESTEAD ROAD AND THE TEN FOOT UTILITY EASEMENT, immediately on the southeast side of PERMITTEES property as shown on Plat No. 74-133, on file in the office of the District Recorder, Anchorage Recording District, Alaska, and; WHEREAS, PERMITTEE has placed a septic pipes and holding tank upon the referenced real property which encroaches 7.0 feet upon the PERMITTER'S 60.0 -foot Right of Way, a holding tank which encroaches 5.0 feet and a deck upon the referenced real property which encroaches 2.0 feet upon the PERMITTER'S 10.0 -foot Utility Easement. NOW, THEREFORE, it is mutually agreed between the parties hereto that: The PERMITTER, acting through the Director of Development Services Department, hereby grants to the PERMITTEE the privilege of allowing septic pipes and holding tank to encroach 7.0 feet upon the PERMITTER'S 60.0 -foot Right of Way, a holding tank to encroach 5.0 feet and a deck to encroach 2.0 feet upon the PERMITTER's 10.0 -foot Utility Easement as shown on "Attachment A," included herewith. 2. The PERMITTEE agrees forever to indemnify, defend, save and hold harmless, the Municipality, its officers and employees, from any and all lawsuits, claims or actions brought to any person for or on account of damage to property or injury, d'i'sease, illness or death of persons, including all costs and expenses incident thereto, arising wholly or in part from or in connection with the existence of, alterations, maintenance, repair, renewal, reconstruction, operation, use or removal of the encroaching septic pipes and holding tank, as placed upon the PERMITTEWS 60.0 foot Right of Way and a holding tank and deck, as placed upon the PERMITTER'S 10.0 -foot Utility Easement DigiSign Verified: IE21E613-461'E-4BC7-9FC3-FDB8D1.94637B 3. The PERMITTEE shall not assign or transfer any of the rights granted herein to another individual or company without first notifying and securing the approval of the Director of Development Services Department. 4. This Agreement and Permit grants PERMITTEE no interest in PERMITTER'S real property whatsoever, except only the encroachment rights described herein. 5. The PERMITTER reserves the right to revoke this permit upon twenty (20) days written notice to the PERMITTEE. The PERMITTEE agrees upon such notice of revocation, to move said encroachment(s) from the 60.0 -foot Right of Way and/or 10.0 Utility Easement in which it is placed. Should the PERMITTEE refuse or fail to comply with said written notice, the PERMITTER may, without further notice to the PERMITTEE, remove or cause to be removed the encroachment(s), and the PERMITTEE hereby agrees to reimburse the PERMITTER for all costs incidental to the removal thereof. In addition to the mutual promises heretofore made, the PERMITTEE has paid the PERMITTER a one-time permit application fee of $120.00. The PERMITTER hereby waives the annual fee of $315.00. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seal the day and year first hereinabove written. GRANTEE: GRANTOR: MUNICIPALITY OF ANCHORAGE September 14, 2021 Daniel N. Henegar Jacic L. Frost, Jr. Owner Right of Way Supervisor . MUNICIPALITY OF ANCHORAGE On -Site Water& Wastewater Program POBox 1B0Gsu 47QnElmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 C''1583INVI IF 111111, iiij De pa rtmne-11r Permit Number: OSP211365 Effective Date: 8124/2021 Work Type: SepdoTonkUpgrade Expiration Date: 8C24/2022 Tax Code Number: 05153118000 Site Legal Address: MEADOW RIDGE ESTATES NORTH ADD BLK 6 L 11 G:1482 Site Mailing Address: 25221 HOMESTEAD RD, Chugiak Owner: HENEGARDANIEL N Lot Size inSqFt: 20056 Design Engineer: GARNESSENGINEERING GROUP LTD Total Bedrooms: 3 This permit imfor the construction of: E1 Disposal Field 2 Septic Tank El Holding Tank 11 Privy El Private Well 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 Wastewater Disposal Regulations (18AAC73)and Drinking Water Regulations (18AAC8U) 3. The wastewater code requires inspections during the installation, The engineer shall notify the Development Services 15.u5.Provide notification bycalling (9U7)543 -79O4(24/7). 4 From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall baeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated koprevent freezing 25 Special Provisions: Rp 1) A Right -of -Way Use permit is required prior (nany work being done within the right ofway. Right -of -Way Encroachment permit is required for the system located in the utility easement and right -of - copy ofthe encroachment permit shall beprovided toclose out this permit. Received By: MMNZ4.7,AI 011 WAFM ME > �� ),_ / /�_ / P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development e ices Department On -Site Water and Wastewater Section went S I)eparnucnt ?ICY. K xAT/ Waiver#: OSV211058 COSA#: Permit#:OSP211355 PID#: 051-531-16 Legal Description: Meadow Ridge Estates North Add Block 6 Lot 11 Engineer: Garness Engineering Group Applicant: Daniel Henegar Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the water service line has been approved. The approved separation distance is 4.0 feet. In addition; your request for a waiver of the required 5 feet horizontal separation from the septic tank to the southeast property line has been approved. The approved separation distance is 0.0 feet. See engineer's waiver request for justifications. If at any time it is believed that the reduced separation between the water service line and absorption field is a contamination risk to the community water system, this waiver is void and the encroachment will need to be addressed. This waiver approval applies to the existing absorption Meld and proposed septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. aa■ a asaaaaaaaaasaasaaaeaaaaaaaaaaaaaaeavaaaaaaaaaa2aveeaaavaaaasaa0aaaaaaaasaaI Waiver is Granted: X Waiver is not Granted: Date: �S o2 ��L.2 0 2 t Approved by: &a Name of Reviewer aeaaeaaaaaaaaaaaaaaaaaaaaaaa9aaaaaaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaI EVAN �.IN 11 Aia L �` Parcel I.D. 051-531-16 ANCHORAGE ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) DANIEL HENEGAR - C/O ARM SEPTIC SERVICES Day phone 688-9433 Mailing address 25221 HOMESTEAD ROAD, CHUGIAK, AK 99567 LJr1AAC0-rCAn or�Arn r'UI I1�IAII A nnca.-7 Site address GJ LL I 11\JIVIL%J I L/"uU I\l/!1U '�[ miNo r,Lr\ r -%f\ J:JJV1 Legal description (Sub'd., Block & Lot) MEADOW RIDGE ESTATES NORTH; BLOCK 6, LOT 11 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) ...::,.;.aZ,�''r��----a,�S^ '�"eC'x::�'�::s-", •.��:'TL'�....��as.�,5�'.?w'� � t �. I j 3 Development Services Department Single Family (SF) 0 On -Site Water e Wastewater Section Parcel I.D. 051-531-16 ANCHORAGE ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) DANIEL HENEGAR - C/O ARM SEPTIC SERVICES Day phone 688-9433 Mailing address 25221 HOMESTEAD ROAD, CHUGIAK, AK 99567 LJr1AAC0-rCAn or�Arn r'UI I1�IAII A nnca.-7 Site address GJ LL I 11\JIVIL%J I L/"uU I\l/!1U '�[ miNo r,Lr\ r -%f\ J:JJV1 Legal description (Sub'd., Block & Lot) MEADOW RIDGE ESTATES NORTH; BLOCK 6, LOT 11 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade M (D) ❑ Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) 11-:....1.. \ A 1-11 Alva e vv�Ii r� U Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: DRAINFIELD TO WATER SERVICE LINE Distance: 4' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner rized Permit/Rush Fees: G),2 5t 13 6 Waiver Fees: t Date of Payment: O40 40 a 1 Date of Payment: jn Receipt Number: 0 � L4 q (o Receipt Number: Permit No. S P �,1 1355 Waiver No. 05V 2 A 105 G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP' 11355Rebecca Carroll, 08/24/21 Quanics, GARNESS ENGINEERING Ltd r . ENGINEERING SALES CONSULTING GROUP, " .. Alaska Authorized Dealer August 24, 2021 Municipality of Anchorage Development Services On -Site Water & Wastewater Program 4700 Elmore Roade Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Septic Tank Upgrade for Meadow Ridge Estates North; Block 6, Lot 11 To whom it may concern: The 3 -bedroom house on the referenced property is served by the "Unified Alaskan Utilities — Homestead (formerly Dawn Water) community water system and a private septic system. Per MOA records, septic system consists of a 1000 -gallon steel septic tank a deep trench type drainfield that were installed in 1983. The drainfield has recently passed a septic adequacy test on 6/18/2021; however, the septic tank is over 38 years old. Instead of trying to verify the integrity of the old septic tank, it will be replaced. We are proposing that a new 1000 -gallon, 2 - compartment Greer plastic septic tank or Infiltrator IM -1060 plastic septic tank be installed, and the old septic tank permanently decommissioned. We request a septic tank upgrade permit be issued. It should be noted that the existing septic tank and drainfield encroach on the MOA right-of-way for Homestead Road. Letters of non -objection from the MOA Right of Way Department and the utility companies were issued in 2004 for this encroachment. We are proposing the new tank be installed in the near the same location as the existing tank. New letters of non -objections from the utility companies have been issued and a ROW encroachment permit should be issued shortly. It should also be noted that the existing community water main location is unknown. Northern Utility Services (NUS) has attempted to locate this water main and has been unsuccessful (see attached statement). We contacted Roy Robertson with the ADEC Drinking Water Program and he provided us an as -built drawing (poor quality) of the water main. Based upon this drawing, the water main is approximately located on the centerline of the ROW. Standard practice would be for the water main to be constructed 10 feet off the centerline. If that is the case, there should be 10 -foot plus separation between the water main and the drainfield and the proposed septic tank. Attached is our correspondence with Roy Robertson for your review. Water Service Line to Drainfield Waiver Request: NUS has located the water service line that serves this house and we have shown the location on the design. The existing sump (at the end of the drainfield) is approximately 6 feet from the water service line locate mark. UPC only 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 0 - �? Page 2 of 2 requires 5 -foot separation; however, we are requesting a 4 -foot waiver from the water service line to existing drainfield to account for the trench width. Justification for this waiver is as follows: • It is that it is believed that the water service line is comprised of copper. We observed that it the water line entering the house is made of copper. Given the likelihood the entire water service line is made of copper, it is reasonable to believe that the service line is not compromised. • We recently performed a septic adequacy on the 38 -year-old drainfield. Based upon our testing data, there is good absorption in the drainfield which indicates the soil must be porous, allowing for rapid downward migration of effluent and moderate lateral migration. • We are only requesting a 1 -foot variance to the UPC code. Based upon these factors, there appears to be minimal risk with granting this waiver. Lot Line Waiver to New Septic Tank: We request a 0 -foot lot line waiver from the southeast lot line to the new septic tank. We have already addressed that the existing tank was off property, but the new tank will mostly if not completely be on property as designed. The new septic tank will be in the utility easement and letters of non -objection have already been issued for this upgrade. We are unaware of any adverse effects on adjacent properties with this installation. Please do not h sitate to call us at 337-6179 if you require further information. Thank you for your assistance,! Sincere s, P/E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211355, Rebecca Carroll, 08/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211355, Rebecca Carroll, 08/24/21 Jeff Garness From: Robertson, Roy A (DEC) <roy.robertson@alaska.gov> Sent: Thursday, August 19, 2021 10:22 AM To: Jeff Garness; Jody Maus Subject: RE: Question regarding Unified Alaskan - Homestead Division CWS (formerly Dawn water system) water main to septic system Jeff, I am sorry for the delay. You are correct, if the water main is 10 -ft or greater from the drain field system then it meets the ADEC Drinking water regulations 18 AAC 80 and no wavier is required. I will defer to your engineering judgment and your determination whether this system has the required 10 -ft of separation. The DEC drinking water program doesn't regulate the water service lines, and that would be covered by the muni/our wastewater program/the UPC. When making a determination on the separation between the aging water service connection and the drain field you should keep in mind that this system has had pressure and coliform problems in the past and that pressure losses can allow contamination around the water service to infiltrate. This email is not an approval and does not imply the granting of any authorizations or waivers. -Roy Robertson From: Jeff Garness <Jeff@garnessengineering.com> Sent: Thursday, August 19, 20218:53 AM To: Robertson, Roy A (DEC) <roy.robertson@alaska.gov>; jody <jody@garnessengineering.com> Subject: FW: Question regarding Unified Alaskan - Homestead Division CWS (formerly Dawn water system) water main to septic system Roy, I did not see a response from you yet. Can you respond so we can proceed with applying for the MOA permit. Thanks .......................jeff From: Jeff Garness Sent: Monday, August 16, 202111:17 AM To: 'Robertson, Roy A (DEC)' <roy.rohertsonPalaska.gov> Cc: Jody Maus <J dILl-,°,arnessengineering.com> Subject: Question regarding Unified Alaskan - Homestead Division CWS (formerly Dawn water system) water main to septic system Roy, Thank you for sending us the as -built drawing of the water main for the subject water system. Attached is a draft of our design drawing (revised 8/16/21) which shows the assumed location of the water main, If this assumption is correct, there appears to be 10+ foot separation between the water main and the existing drainfield serving Lot 11, Block 6, Meadow Ridge Estates North. Short of excavating/exposing the main (which could compromise it), I see no other path forward other than to assume that the water main is 10 feet from the road center line. It is also my understanding that the water service line is not regulated by ADEC's drinking water regulations, so the MOA Onsite Department has the authority to issue any waiver associated with the separation distance between the water service line and the N(,ORTH ERN UTILITY SERVICES P.O. Box 233368 Anchorage, AK 99523 Phone: (907) 222-4084 1nfo,,,0NusA1aska.corn Web, NusAlaska.corn Monday August 2nd, 2021 Jana Littlewood Anchorage Well & Pump 7640 King St Anchorage, AK 99518 25221 Homestead Rd, Water Main Locate Report Dear Jana, Per your request, I attempted to complete the 811 locate ticket for the water main in front of 25221 Homestead Rd. Due to the lack of available keyboxes, valves, hydrants or similar connection points to the distribution system near the requested locate ticket location, my only available method for connecting our line locating equipment was using the exterior hose spigots on the nearby homes. This lack of connection point options in addition to the maze of communication, electric, and gas lines which my locator wanted ed t . 0 PICK up much easier than the water line made it impossible to determine the location of the water main. It is possible that with several hours more effort and some as -built drawings in hand, the water main could be located, however we can't guarantee that getting a good locate is possible in this location. Sincerely, Daniel Kranich Northem Utility Services agnelgoL L _L _ (907) 242-9820 MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION August 19, 2021 Daniel Henegar 25221 Homestead Road Chugiak, AK 99567 Re: Lot 11 Block 6 Meadow Ridge Estates Subdivision North (Plat 74-133, Anchorage Recording District) Dear Daniel Henegar: MEA has no objection to the encroachment of a septic tank and drainfield located in the utility easement as depicted on the attached as -built survey drawing dated August 18, 2021, subject to the following conditions: 1. The improvement will in no way restrict or limit the current or future ability of MER to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Palmer Recording District before ownership of the referenced property is changed from the above named landowner. Sincerely,, ' Land STATE OF THIS IS TO CERTIFY that on this 19 day of August, 2021 before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Manny Lopez Known to me and to me known to be the individual(s) named in and who executed the foregoing instrument and acknowledged to me that helshe/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. INWITNES 'REOF, I have hereunto set my hand and official seal the day and year first above written SEua«..,vU� Notary Public in and of Alaska My commission expiresFri �pg-',z Return to: MEA, PO Box 2929, Palmer, AK 99645 f j k».,• OF'pL DocuSign Envelope ID: AB3D4866-31DE-4597-A5D0-C56CC8EE175E August 4, 2021 25221 Homestead Road Chugiak, AK 99567 To whom it may concern, Subject to your agreement to indemnify the company as set forth below, GCI Communication Corp has no objection to the tank and drainfield encroaching into the utility easement and right of way of Meadow Ridge Estates North Add. 86 L11, also known as 25221 Homestead Road, city grid NW1462, GCI WO# 21- 0340-22. This letter of non -objection in no way precludes GCI Communication Corp from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way, including unlimited access for servicing its facilities. Also, any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Communication Corp harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to me at the address below. Sincerely, ba.k�_Lzg Aekycfa}- 00C ed Signature CSI 08-16-2021 t 4EA42871 F7741 C._ Date MARKUS KOFOID GCI I Mgr. Sr, Operations & Constuction 907-868-6168 NON -OBJECTION TO EASEMENT ENCROACHMENT DOCUMENT By this document Matanuska Telecom Association, Inc. (MTA) declares that it has no objection to the existing encroachment of the septic tank within the utility easement located at Lot L11, Block 6 of Meadow Ridge Estates Subdivision North Addition, filed as Plat No. 74-133 in the Anchorage Recording District. Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunications facilities within the easement. Any repairs that may be required to the encroachment as a result of utility construction will be borne by the property owner of record. This document does not authorize the placement of any additional encroachments within the easement area. Property owners are required to obtain utility locates before doing any kind of work in the utility easements and will be liable for any damages caused by their construction work in the easements. This document is in no way an agreement to vacate any_portion of the utility easement and should not be interpreted as such Issued for Matanuska Telecom Association, Inc. this l Oth day of August 2021 by, Jessica Burnett, Real Estate & Properties Supervisor Matanuska Telecom, Association, Inc. P.O. Box 3550 1 Palmer, Alaska 99645 1 mtasolutions.conr 1907.761.2510 MEMO Electric Meter Concrete A LT� Tel. Pedestal Elec. Pedestal Septic Gas Meter Deck General Notes 1. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Dimensions to property lines are plus/minus 0.1ft. 2. This document is created by Frontier Surveys for the purpose of an as -built survey for ARM Septic Services, only. 3. This document is based on Plat No. 74-133, Anchorage Recording District. Disclaimer 1. This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. 0 12.5 25 50 Scale in Feet OF .44 it 'Of §fH Jol ......... 7VA Pierr,- M. Strigier N8 LS 12 7/8/2021 ti 17'orts S 10 t-4 A- I % X X t X \ \\\\NS"�_ I i~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ,,. IPHONE [ /~NEW LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well ~ Absorption erea~ / Dwelling / PERMIT NO. DISTANCE TO: ~V~/r~I ~ /b ~<~ Z Manufacturer ~/~ Material~ No. of compartment~ ~ M Liq. capacity in gallons Inside length Width Liquid depth / ~O IF HOMEMADE: ~ DISTANCE TO: Well ~/~ Dwelling PERMIT NO. ~ ~ ~ Manufacturer~ Matorial ~iquid capacity in flallons ~ DiSTA~C ~ TO: ~~~ell Foundation it ~ ~ ~ ~earest lot h ~~ ~Z No. of lines / LengthO~°~e~h }ina Total lengt~o~,li~s.>_r. Trench width~o.~ inct, es Distance between lines~/~/ ~ ~ Top of til~f~ish grade / Material beneath tile Total effective absolBtion area ~ ~ / ~O inches Width ! Depth PERMIT NO. Length ~ ~ Type of crib Crib diamet Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth ~riller Distance to lot line PERMIT NO. ~ - Buildin~ ~oundation Sewer line Septic tank : Absorption area(s) ~ DISTANCE TO: OTHER ,. /~ PIPE MATERIALS SOIL TEST RATIN~ VC ~ / INSTALLER REMARKS ..... ~ ',~,~ ~ / /,.-z W , APPe~VEU///// ~ / DATE LE'GAL ~ ~ ~ 72-01: (Rev. 3/78) MUNi~IFALIIY U~ Department f Health and Environmenta~ ?rotection 825 ~ Street, Anchorage, AK. ~9501 264-4720 //~4 * * * HANDWRITTEN PERMIT * * * . ON-SITE SEWER PERMIT ~>~ ~ / :Applicant:~ ~ ~-~"~' Mailing Addres / Location: Phone Number: ~.~ Legal Description: ~//~ ~/~f~[~ ~~ ~ Lot Size: Type of Soil ~sorption System Is: Trench: ~ Drainfield: Seepage Bed: Holding Tan~~ Maximum N~ber of Bedrooms:~ Soil Rating(sq.ft/br) The Required Size of the Soil ~sorption System Is: '// GRAVEL DEPTH --~ WIDTH depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minim~ depth of gravel between the outfall pipe and the bottom of the excavation(in feet). · * REQUIRED SEPTIC(HOLDING) TANK SIZE = ///~ GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that th~ well will serve. · * * TWO(2) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection and approval by this department will b~ subject to prosBcution. ~inimum distance between a well and any on-si~e sewage disposal system is 100 ~e~t for ~ private well or 150 to 200 fB~t from a public well de~nding upon the type of public well. ~inima distance from a privets well to a privat~ sewer line is 25 feet and to a co.unity sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and constr~ction diagrams are available to insure proper installation. · * * PERMIT EXPIRES DECEMBER 1 9 B * * * I certify that: (1) I ~ f~iliar with the requirements for on-site sewers and wells as set forth by the Municipality of ~chorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more t~~ Signe~: ~ _~/~ Issued by: Appli~nt Date: ~/~ SWP/024 (1/81) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] SOILS LOG PERCOLATION TEST PERFORMED FOR: ~ (~)~-I~ LEGAL DESCRIPTION: ~--'~7" // ~"~', SLOPE SITE PLAN 10 11 12 13 14 15- 16- 172 18- 19- 2O COMMENTS I~ o-tTo,-~n oF P E IF YES, AT WHAT Gross Net Depth to Net Reading Date Time Time Water Drop i ~,~-t-~ ~; ~,¢ pn 8 ~ ........ '2_ l~ :4.~ ~J :~ m ~. / O ~ PERCOLATION RATE '~O (minutes/inch) CERTIF~~ o~ / G 8V • Municipality of Anchorage U ' On -Site Water and Wastewater Program (907) 343-7904 s F E T P Certificate of On -Site Systems Approval Parcel I.D. 051-531-16 1. GENERAL INFORMATION: Expiration Date: 12 -1 (a r U" Complete legal description MEADOW RIDGE ESTATES NORTH ADDITION; BLOCK 6, LOT 11 Location (site address) 25221 HOMESTEAD ROAD, CHUGIAK, AK 99567 Current Property owner(s) DANIEL HENEGAR C/O ARM SEPTIC SRV. Day phone 688-9433 Mailing address 17933 OLD GLENN HIGHWAY, CHUGIAK, AK 99567 Real Estate Agent SWITZER TEAM Day phone 602-3799 2. TY-PEOF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class A Well ® Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 0�5� Date of Payment Receipt Number "t n G COSA # Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site 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 on-site 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 (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 I Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, G groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the eventeither of the current systems fail to perform adequately in the future. The content of this report is for_ the sole -benefit of the pe-rsonlparfy that—retained GEG-fo - perform the evaluation. Reliance upon the information provided in. this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, with the fol #AECC884 SERVICES�� w Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc J )� ey A. G , ness.- �O 4 ns CE -79.3 D c� D 4��(p" f e s s-10 oma #AECC884 SERVICES�� w Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc COSA Checklist Legal Description: MEADOW RIDGE ESTATES NORTH ADDN; BLOCK 6, LOT 11 parcel ID: 051-531-16 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 ELL DATA SERVED BY UNIFIED ALASKAN -HOMESTEAD DIVISION COMMUNITY WATER SYSTEM ❑ Well log d with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for C Staticwater at beginning of test ft. C ents Well production at time of test pm Water storage tank Volu gallons Well disinfec r coliform test? ❑ Yes Al No orm bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Ars'b , _ ug/L ❑ Arsenic less than MRL (ND) Collected by Date of Sample PWS ID # 211431 ----- _-B.-TANK-DATA- __---- .._-_ _._ ____ __- ( N _C>station Age of tank(s) NEW y rs ❑tenance complete Tank type/material PI`" 'c 7: AyeMeasured operating fluid level in septic tank NEWLal0 Standpipes/foundation cleanout per record drawing C Date of pumping NEW D. ABSORPTION FIELD DATA DEEP TRENCH Which system tested (date installed) 6/9/83 Adequacy test date 6/19/21 X ALL standpipes present per record drawing Results [DPass For 3 bedrooms Total measured depth from grade *13.8 ft (max) Fluid depth prior to test **0 in Measured depth to pipe invert from grade *5.9' ft (min) Water added 1243 gal ❑ N/A - pressurized field "12.75 New depth In ❑ Monitor tubes go to bottom of effective. If not, state 5 depth into effective *5.8' Elapsed time min ❑E Code -required soil cover over field Final fluid depth *0 in Al System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NONE date of test) Gallons introduced `"`16s2 gallons If yes, enter date N/A Comments/Deficiencies: 'A NEW 2" STEEL MT WAS INSTALLED AT TIME OF SEPTIC TANK UPGRADE. EFFECTIVE DEPTH WAS SUPPOSED TO BE 120". A NEW MT DRIVEN TO RESISTANCE. MT EXTENDS 5.8 FEET INTO EFFECTIVE DISCUSSED WITH TIM EKLUND WITH MOA ONSITE DEPARTMENT ON 6/27/21 AND HE STATED THIS WAS ACCEPTABLE. "MEASUREMENTS ARE SHOWN IN OLD SUMP TEST PERFORMED PRIOR TO NEW MT BEING INSTALLED. BOTTOM OF SUMP WAS APPROX. 2.5 FEET BELOW INVERT. AFTER INTRODUCING THE FIRST 555 GALLONS THE LIQUID DEPTH WAS 12.75' DEEP, AND REMAINED AT THAT LEVEL THORUGHOUT THE REST OF THE TEST NEW MT INSTALLED ON 8/27/2021 NEW MT FOUND DRY ON 8/30/2021 ""'PRESOAK PERFORMED ON 6/18/2021. COSA Checklist yellow sheet E. SEPARATION DISTANCES SERVED BY COMMUNITY WATER SYSTEM rrof4,Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift n Lot > 100' Community Sewer Manhole/ ut > 100' �` of > Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No Absorption Field on Lot > 100' ❑ Yes if No Neighboring Absorption Field g U Yes if No Sewer Main > 75' ❑ Yes if No ft P • ewer/Septic Line > 25' ❑ Yes if No ft Tank > 100' ❑ Yes if No ft Animal Containment _ ❑ Yes if No ft ft if No Manure/Animal Excreta Storage > 10 Wells on Adjacent Lots: ft ❑ Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' Q Yes if No ft Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' Q Yes if No ft -Nater Service- Line > _10'_____ __ Fv� Yes _ if No ft_ If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Q Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No 0 ft Wells on Adjacent Lots: Water Main > 10' Rl Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' ❑ Yes if No 4 ft Community Wells > 200' [] Yes if No ft Surface Water > 100' Q Yes if No ft F. ENGINEER'S COMMENTS 'WAIVERS GRANTED - SEE WAIVER # OSV211058. RIGHT OF WAY ENCROACHMENT PERMIT FOR TANK AND DRAINFIELD GRANTED. "WATER MAIN LOCATION DEPICTED ON THE 812021 SEPTIC TANK UPGRADE RECORD DRAWING IS APPROXIMATE AND BASED UPON A POOR QUALITY RECORD (ASBUILT) DRAWING OF THE WATER SYSTEM SUPPLIED BY ADEC. SEE NOTE ON NEW SEPTIC TANK RECORD DRAWING. 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 COSA guidelines in effect on this date. �.. ... .... .............. J fl e13 E-795 3.� COSA Checklist yellow sheet Pro f e s s�o�°oma #AECC884