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Home My WebLink AboutSTUCKAGAIN MANOR BLK 2 LT 1A Nov_04.2022 09:09 AM Anchorage Well & Pump Service Inc 9072430742 #2606 P 1/ 1 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 Orr -Site Water & Wastewater Section Fax: 907343-7997 Pump Installation Log Well Drilling Permit dumber: Date of issue: _7 Parcel Identification Number: 041 _ 023 - 27 Legal Description Bloch Lot Property Owner Mame & Address: PARKS COLBY R & DOROTHY C STUCKAGAINMANOR 2 1A 6001 MAXIMILLIAN DR ANCHORAGE, AK 99507-1255 Pump Installation Date: 11 - 2 2022 Pump Intake Depth Below Tap of Well Casing: 155 feet Pump Manufacturer's Name. RED JACKET.. _._ Pump Model: 75031 1-12 12 IPump Size: .% lip IPitless Adapter Burial Depth: 1 II Pitless Adapter Manufacturer's ]name: 11 Pitless Adapter Installer: feet BAKER Well Disinfected Upon Completion? XYes D No Method of Disinfection: P LLSTS Comments: Pump Installer Name: _ ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 995.8 Mailing Address.• 907-243-0740 City- State: zip. Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of AnchoragePage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: S L"J c~ ~'~D"'7'~' PID Number: 4ame: ~:)~tAN '~ ~T~I~ ~J~ Wastewater System: ~New ~ Upgrade 4~.~, ~ ABSORPTION FIELD Phone: ~d~ IN°'°fBedr°°ms:~ ~DeepTrench D Shallow Trench DBed DMound ~Other LEGAL DESCRIPTION so, Rating: O.~ GPD/Sq. Ft. Total Depth froml ~ i°riginal grade: Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township:~ I Range: ~ I Section: ~ Fill added aboveo'~°riginal- 1 ~grade: Ft. Gravel length; ~ Ft. I I Number of lines: 10[stance between lines: WELL: ~New ~ Upgrade Graveiwidth: ~'~' Ft. [I -- Ft. Classification (Private. A.B,C): Total Depth: Cased TO: Total absorption are: Pipe material: Date Drilled: Static Water Level: Instal[er: Date installed: Yield: Pump Set at: Casing Height Above Ground: SEPARATION DISTANCES ~s~pt~ ~ Ho,di.~ ~ S.T.E.~. TO: Septio Absorption Lift Holding )ublic/PHvate Manufacturer: Capacity iR gallons: ~ Material: Number of Compadments: Water ~00¢ ~ooM ~ ~ ~ LIFT STATION Lot Size in gallons: I Manufacturor: Foundation ~' 31, -- -- __ "Pump on" love, at: ~r' ,eve, at: I High water alarm at: Drain Remarks: BENCH MARK Location and Description: ~o~ o~ SLA~ AT Assumed Elevation: ENGI ' AL S & S ENGINE?lNG ~'~ ~ ' Department of Hea~nd H ~ces approval ~i,+,: ...... 72-013 (Rev. 9/91) MOA 25 Perm'it No. SW950072 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LOT 1, BLOCK 2, STUCKAGAIN MANOR S/D 04102501 Legal Description: PID No.: ST1 :T2 ~M 1~.6 / 99.4' /FINAL GRADE~ ~IN!~II[. Tro]q- qSULATI~ / A$3.0' NO WATE]: FOUND ' [ 4-g7-95 / ~T2[ 24' 64 LOT 1 / qo~I 26' 66' ,/ ~021 27' 67' ~ / qo41 4~' 58' / ~T11 40' 83' ~ sn ~ - ,,,~ ~-" . l/~7/ ~..:~, ',;d,, .......... '2-013 A (Rev. 9/91 ) MOA 25 ( erlifie Drilling by SULLIVAN WATER WELLS P,O. BOX 670212, CH UGIAK, ALASKA 99567 * TELEPHONE 688-2159 OWNER OF LAND ~'~l~*x.} ~ t~tl~O DEPTH OF WELL ~ ~ ~ ADDR~S STATIC LEVEL OF WATER OR~W DOWN F~. DATE - Started ~ Ended ~ ~ GA~. PER HR ~ O~ PERMIT NUMBER KIND OF CASING ~ KIND OF FORMATION: Erom O Fl. to.~ Ft. ~ ~X'~,,~C, ~ r,om rt. to- F,. From 2g Ft. to~0 FL ,f~'~ Ftom~FI. Io FL From~O Et. to }O0~ft. ~'rom LO ~5 Ft. From _] ff'~ ~ Ft. From ~_~,~LFt. Fromm__Ft. From __Ft. From_--Ft. to .~Ft.. From.--Ft. to --Ft..-- From~Ft. to .oFt. From~Ft. to__ FI-.__ From.__Ft. to~FI Ft. to~Ft.~ FI. lo__ Fl, to ,FI. to Et. to-- Et .Ft. Ft .... From~Ft. lo~Ft .~, MISCL. INFORMATION: I ' MUNICIPALITY OF ANCHOP~AGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950072 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:CAIN BRIAN M & KATRINA OWNER ADDRESS: 6010 LONGORIAN CR. ANCHORAGE, AK 99514 DATE ISSUED: 5/05/95 EXPIRATION DATE: 5/05/96 PARCEL ID:04102301 LEGAL DESCRIPTION: STUCKAGAIN MANOR BLK 2 LT 1 LOT SIZE: 48500 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHOP~AGE 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS~ RECEIVED BY: ~ ISSUED BY: /~ DATE: DATE: SEWER&WATER MAIN EXTE NL~IONS SEWER&WATER INSPECTION ENGINEERING STUOIES AND REPORTS WELL INSPECTION & FLOWTEST SITE PLANS ROADDESIGN SOILTEST PERCOLATION ]EST STRUCTURAL& MECHANICAL INSPECTIONS ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. April 28, 1995 CIVIL ENG]NEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Depart~e~ of Health and Human P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot I; Block 2; Stuckagain Manor .~ ~erue,~lu~p~opo~e~t ~.ue be~t~oom~u.~e Two test hol~s were excavated and p~rcolation tests performed. The approximate locations of the test hol~s are located on the attached site plan. At the time of excavation no water ~s encountered and after seven day ground ~er monitoring, the monitoring tubes w~re found to §e d~y. The property has enough area for a future septic upgrade which can be seen on the a~tached site plan. We do not anticipate any adverse effects on n~ighboring properties by the instal~tion of the proposed septic system. There are no points of contamination within the proposed well radius which can be seen on the attached site plan. The proposed 1500 gallon septic tank is to be placed outside the w~l protective radius. Attached is a site plan which depicts the location of the proposed tank. If you require additional information please contact uS. Sincerely, ROBERT C. CO~AN~ P.E. RCC/gk En~osur¢ 17034 NORTH EAGLE RIVER LOOP SUITE 204 EAGLE RIVER, ALASKA 99577 0U 0 SOI(IVH 9'IMb',. ,OOI 0 NVgd 3IlS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST P~RFORMED FOR: LEGAL DESCRIPTION:'~O ~'' 3 4 5 6 7 8 g 12 'TD 13 ~4 15 ~6 17 19 2O COMMENTS C~/u PERFORMED BY: ACCORDANCE W ~uc~4~:/),,~Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Monitoring? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE -- TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FTAND ~ FT ,[A,.~. \\~ )[~l~ 1:~'034 Ea~lle River L~ Road NOE![I~4Y THAT THIS TEST WAS PERFORMED N '~' -::: '!le River, Alaska 99577 ~-- ,/;~ lc.I ¢-- 72-008 (Rev. 4/85) J Municipality of Anch~rage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: i'~[~ LEGAL DESCRIPTION:/~O'7" I! ~,',~L)( 2~ C~T'b'~J(.,c~V~-l.~T°wnship' Range, Section: ~VI, z:J~'~ d 3'L SLOPE 7 8 9 10 11 12 13 14 15 16 17 18 19 2O SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Monitoring? Dale: Gross Net Depth to Net Reading Date Time Time Water Drop /:?7 io~,~ 5 ,/~" / ~/~., ~:lo ~om,~ ~'/z~ :~d ,~ ~v?" ~v" PERCOLATION RATE L~' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ PTAND ~ ft PERFORMED BY:~ ~.~ ~ ~' ~O~ · .~TIFY THAT¢IS T~T WAS PERFORMED IN ACCORDANCE Wl~ ALl STATE AND MUNICIPAL GUIDE~ f~P~ ~ATE. DATE: 72-008 (Rev. 4/85) ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. HEALTH AUTHORITY APPROVALS ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOWTEST ROAO DESIGN SOILTEST STRUCTURAL& MECHANICAL INSPECTIONS ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: April 28, 1995 Lot 1, Block 2, Stuckagain Manor GENERAL: 1. e Se The scope of this project includes the installation of a 1500 gallon septic tank and a leachfield trench to serve the proposed five bedroom residence for the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. e The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two April 28, 1995 Lot 1, Block 2, Stuckagain Manor Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. ® A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page Three April 28, 1995 Lot 1, Block 2, Stuckagain Manor MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. e Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the $200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four April 28, 1995 Lot 1, Block 2, Stuckagain Manor INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. Se The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/OWNER RECEIVED dUN I ~ D~5 MUniclpalt[y of Anchorage Dept, Health & Human Services Parcel I.D. # MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY · APPROVAL FOR A SINGLE FAMILY DWELLING 041 - 023-~kt ~Z~ HAA # GENERAL INFORMATION Complete'legal description Lot lA; Block 2; Stuckagain Manor Location (site address or directions) Property owner Mailing address NHN Mswlmil]ian Drive Brian Cain Dayphone 338-2246 540 Karluk Street Anchorage, AK 99501 Lending agency Mailin. g address Day phone Agent Address -Brian Broderick Prudential Vista Day phone 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. 5 NOTE: Individual welt Community well Public water xx If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OFWASTEWATER DISPOSAL: NOTE: xx Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 5. STATEMFNT OF INSPECTION BY ENGINEER o As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in corn )liance with all Municipal and State codes, ordinances, and regulations in effecJ~ ~(i~f ~[ Name of Firm Address Engineer's signature dnspection. Phone Date WasteWater Consultant, ~ 8hall be PAID $~80~ ~ ~.~ ~ prior to, closing [or the Engineering Se~ices Prov~ ~~ ~'~ ~ Approved for ~ / ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of'Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska, The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued, The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. RECEIVED Municipality of Anchorage MAY 2 0 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division /vtUNICIPALI1Y 825 L Street, Room 502 · Anchorage, Alaska 99501 · (90~'~I'sERvlcEs~:~ Health Authority Approval Checklist Legal Description: ~-~o'r IA I LI 2, Parcel I.D.: A. WELL DATA Well type L Log present~/N) Total depth Sanitary seali~lN) If A, B, or C, attach ADEC letter, ADEC water system number Y~-~ Date co ~ml~e,[ed 'c}r / ~£ I~)'-' Cased to I ~ I' ' Casing height (above ground)/~ j'¢'~ // W res ProPerly protected AT INSPECTION g.p.m, g.p.m. FROM WELL LOG Date of test ~[~'~ Static w~ter level ~ ~' Well production loc G Coliform ~ Nitrate I. /~ ~ rl~ Other bacteria Date of sample: ~ - ~ -~ ~ Collected by: ~ P~ B. SEPTIC/HOLDING TANK DATA Date installed ~/~/~ Tanksize l~ Foundation cleanout ~N) (~S~ ~ Depression (Y~ Date of Pumping ~-~ ~ Pumper C. ABSORPTION FIELD DATA Date installed c7~/r''~/~'~ Soil rating (~r ff=/bdrm) Length ~L' Width 4:~, ~/ Gravel thick, ess below pipe Effective absorption area o/c~ Z. Monitoring Tube present (Y/N) Y' Date of adequacy test ~//~ ~Je-~ Results (Pass/Fail) Fluid depth in absorption field before test (in.); Fluid depth ~ (ins) Minutes later: Peroxide treatment (past 12 months) (WN) 72-026 (Rev. 3/96)* Depression over field (Y/N) __ For F{oF~ Immediately after ~ gal. water added (in.): Absorption rate = _g.p.d. If yes, give date Total depth ~__~ bedrooms D, LIFT STATION Date installed Size in gallons Manhole/Access (Y~Y~I)'~-~ -- "Pump o~ "Pump off" level at* High water alarm level at* Cycles te~Je~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line /06 /OO 'P On adjacent lots On adjacent lots /oo Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ~ i~ Property line /O ~'~ Absorption field Water main/service line /0 ~/ Surface water/drainage /0~ ~ Wells on adjacent lots /00 SEPARATION DISTANCE FROM ABSORPTION FI ELD ON LOT TO: Property line /0 ~S"f. Building foundation Surface water Curtain drain f0 ~.,L Water main/service line Driveway, parking/vehicle storage area Wells on adjacent lots /OO /'~- F. ENGINEER'S CERTIFICATION I ce~ify that I h~t~i~ 'd inspections and review, of Municipal reco~t~e~ ~s are Signature HAA Fee $. Date o, Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of iSayment Receipt Number Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2-B ~ Anchorage ~ Alaska 99504 Phone (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers May19,1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED 20 lvi~t~ictPalJt: of coeDt. Hent*a ~,, Anchora .... ' ~ ~uma~ S~e Subject: Well & Septic System Inspection at Lot IA, Bk 2, Stuckagain Manor S/D. To whom it may concern: Attached is the HAA package for the subject property. The well and septic system were installed in 1995, however, the certificate of occupancy was not issued until December of 1997; consequently, the well and septic system have been in use less than 2 years. There is a house and shop on the property, and the shop has a bedroom, bathroom, kitchen, and living room in it. Based upon my conversations with the seller, and both Realtors, there is no intent for the shop to serve as a rental unit, but rather as a place for family guests. I have not seen the inside of the house or shop, but it is my understanding that the total number of bedrooms is five (5). Given the facts presented, it is assumed that the well and septic are classified as private systems, rather than multi-family, and under MOA jurisdiction. Per a recent conversation with the seller's agent, Brain Broderick (Prudential Vista), the property was appraised as a single family dwelling. Attached is a copy of a sketch, prepared by the homeowner, Brian Cain, which shows the location of the water line to the "shop" and the sewer service line from the house to the septic system. It can be seen that the two lines cross. Per MOA guidelines the sewer service line must be 18 inches above the water line, and there must be no sewer line joints within 9 feet of the point of crossing. Both lines were hxstalled by Tweed Excavating, an MOA approved installer, so it is assumed the construction is in compliance with ADEC and MOA guidelines. If you have any questiom Since: Pres ~please contact me at 337-6179, or 244-9612. P~CN~ Hq. : ~ FARPOtNT CIRCLE