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0041 SOUTH STREET - Health
41"South Street y A = l l 7"069 �I i A I j � o i i i o TOWN OF BARNSTABLE LOCATION �-I Y�f`�k�— �� SEWAGE# �01 E,—33 4 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. . SEPTIC TANK CAPACITY t 540 4 AcL_. ILsl;20 LEACHING FACILITY. (type) — (size) NO. OF BEDROOMS l+P',L4d e4 '`ti"`'�-3cy OWNER IZ-1 P PERMIT DATE: 16 COMPLIANCE DATE: �} Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Feet FURNISHED BY ��// -- ���� ��I ��, S� �� , S o S . �' ., ae �� i ' j/�n� 'r No. ' (o — 334 `� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Nplitation for ]Disposal 6pstern Construc " Permit Application for a Permit to Construct()() Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. / Spv7�{ -5 j, 9 sj. Owner's Name,Address,and Tel.No. S-R4►turf t 17�xt�S°� w(Ppo Assessor's Map/Parcel 1) V S vV'I� Installer's Name,Address,and Tel.No. 7E—_.7 71_ Designer's Name,Address,and Tel.No. rr, y bj.�-, ltl� 93 � Y4 14cW ogWL& Toe veLpo f ►7ssUG• K Z S vR Type of Building: 1 re1� 4 Dwelling No.of Bedrooms D Lot Size ►) , �Z 7 sq.ft. Garbage Grinder(go Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .Z 2-a gpd Design flow provided gpd Plan Date�� / Number of sheets Z Revision Date Title 5l173,� S �rjej�C 11 A ij y+2 IJOV S r Size of Septic Tank J�a � .��JType of S.A.S. �� S �°�&I- >ell �l_( Description of Soil — Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental_Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' e >�' Date /0 Application Approved b Date Application Disapprove y Date r for the following reasons Permit No. O t Date Issued '7- --__ --------- No. W I�O Fe O THE'CO,MMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN•OF BARNSTABLE, MASSACHUSETTS IpYIcatlDn for is osal_:�pstrm Cons",mplete it Permit i Application for a Permit to Construct 0() Repair( ) Upgrade( ) Abandon( ) System ❑Individual Components Location Address or Lot No. y/ 500TH 5r• 0 cw. Owner's Name,Address,and Tel.No. � r� Assessor's Ma /Parcel S�� r ��`'S e / p . I 1 G L. i w rk( s _ / Installer's Name,hddress,and Tel.No. <jp S- -7'7/_ Designer's Name,Address,and Tel.No. o rr �� 93 �P9 r4 1r c m L)y w-c& TVW Yr Lp o f p rtssaC. Type of Building: J f, / F Dwelling No.of Bedrooms r .��? r Lot Size 11 , 37- 7 sq.ft. Garbage Grinder(Nf) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) Z 2-0 gpd Design flow provided 3 SZ / gpd Plan Date l/X 6.116 Number of sheets,• Z Revision Date ". Title 5I T"f S V ,C ✓l =t-wz. �(l l%t,J 1'�GV S Size of Septic Tank ` /5 4e�AeA, 0Type of S.A.S. bg,I I,?- � i Description of Soil Nature of Repairs or Alteration's(Answer when applicable) Date last=inspected: 1' a Agreement: The undersigned agrees to.ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme Code and not to place the system in operation until a Certificate of Compliance has been issued 1iy this Board of alth. / 1 S' Date A/-_1_1 �4 Application Approved b Date l ro Application Disapprov y Date for the following reasons Permit No.W ., Date Issued - 7 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ` (Certificate of Compliance , THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) i _ - "Abandoned( )by -Pn cj N ST-- at 56U51+ Si, OSLz l(I d� has been constructed.in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.t.0 Z- -53q dated '_F(73/'z„ /6 Installer U�i Z.t 4A/c 0 W A t /.•4y M'4 W11 Designer Z Z e d bedrooms Z Approved design flow gp The issuance of this pqrmit /shall not be construed as a guarantee that the sys m nction as designed. Date �— Inspect -------------------- ----------------------------------------------------------------------------------------------- ---- - No f 33.E Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;Disposal *pstem Construction Permit Permission is hereby granted to Construct(�) Repair( ) Upgrade( ) Abandon( ) System located at q) Sal TN- 5)• O and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pe t. Date—T1 Z 3I�� !fo Approved by MAR-02-2017 00:27 From: To:15087906304 Paee:V 1 Town of Barnstable Regulatory Services Richard V. Scaly Interim Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 OM= 50Q-8624644 Fax: 5086790-6304 Installer&Designer Certification Form Date: Z.4 i Sewage Per mit# ZD11_~33!f. _.._Assessor's MapWarcel,//7 49 ' Designe Installer: -7 LG 7�7 L. 1N S r '�a to of Address: IV-d- Address: 44g��to 0-S m On Z15-W t Ty2 .was issued a permit to install a (dat ' (installer) septic system at 1 SQLtM ,�Z ,�` Vl LLB based on a design drawn by (address) �Dl1 datedA /1(2 (designer) X certify that the. septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic systtem)but in accordance with State&Local Regulations. Plan revision or certified as-built lby desigaer to:Follow. Strip out(if required)was inspected and the soils were found satisfactory. -- I certify that the:system above was construe fiance with the terms - of the rowal Jett (i pplicable) ZH of MID U FL11i ILRt f,JR fin . a let's rgniat�aare) gym.1211A J NI AM (Design s (Affix Designer's Stamp Here) PLEASE RETURN TQ) BARNWABLE PUBLIC.HEALTH DIVISION. CEYtTIFI<CATE OF COMPLIANCE WALL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARTS.ARE RECEIVED BY TJO BARNSTABLE PUBLIC HEALTH DIVISION b THANK YOU. , n.�.. ........n.wr...f I.__ a 5 , BUf 29947 P:u 123 43C,3 C, DEED RESTRICTION WHEREAS, Stephen A. Tripp and Denise W. Tripp of 296 Arlington Street, Acton, MA 01720, are the owners of the property located at 41 South Street located in Osterville, Massachusetts (hereinafter referred to as The Tripp Home), and being shown on a,plan entitled "Resubdivision and Renumbering Plan of Robinwood", March 3, 1950, duly recorded with Barnstable County Registry of Deeds in Plan Book 97, Page 17; WHEREAS, Stephen A. Tripp and Denise W. Tripp, as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310-CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the e "of-Deeds by recording this document, 1p1 'jI � EFQ�. �� n A. Tripp and Denise W. Tripp,do hereby place the 1.51. t-�C/ .. - ., � t bove-referenced land in,accordance with their =;agreeme t':with the Town of Barnstable Board of Health, which restriction shall' .,.run,with,the land and be binding upon all successors in title: 1. 41 South St. Osterville, MA may have constructed upon the lot a house t containing no more than Two (2) bedrooms. Steven A. Tripp and Denise W. Tripp agree that this shall be a permanent deed restriction affecting 41 South Street located in Osterville, Massachusetts, and being shown on the plan'recorded in Plan Book 97, Page 17. For title of 41 South Street, Osterville, Massachusetts, seethe following deed: Book 11151, Page 142 t i t 1 Executed as a sealed instrument this day of �i 201 10 Owner' nature — Step e A. p Owner's signature— Deni COMMONWEALTH OF MASSACHUSETTS AIle 5 x � uv� , ss. On this J�th day of 201 G , before me, the undersigned notary public, personally appeared Stephen A. Tripp and Denise W. Tripp and roved to me through satisfactory %jence of identification, which were MADL` Hxjoa4, MAPL`j17- the persons whose names are signed on the preceding or attached document, and acknowledged tome that they signed it voluntarily for its stated purpose. WNW Kit Notary Public M commission expires: j 26 02 3 - ,► o ~` " o y �� 13 ti Y sr Co (date) BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Barnstable P# L �7 OfI to fly, Department of Regulatory Services Public Health Division Date MAE& �A Lbw 200 Main Street,Hyannis MA 02601 �p L Date Scheduled � 2 > b Time r Fee Pd._ cr) ' w Soil Suitability ability Assessment for Sew e Disposal m f m Perfored•By: /� 7 'Y Witnessed By: �v� U �• Gt,�7jl� �S LOCATION&.GENERAL INFORMATION Loeatlon Address 1 �OJ N �j'" Owner's Name [ 7- � , DS T�rT U� Address /yt Assessor's Map/Parcel: / Engineer's Name #,4G NPW CONSTRUCTION �_ REPAIR Telophone It 774 027 OZ,% I Land Use- /a Sim -7 /v . / Slopes(96) < U Surface Stones t// ily lhJ r Distances from: Opcn Water Body �/ ft Posslbic Wet Area�ft Drinking Water Weil N_ � t Draihage Way K/ ft Property Line �Z # ft Othar /� z S ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Parent material(geologic) ►�S V, Depth to Bedrock / Depth to Groundwater. Standing Water in Holm Weeping 1Yar1 Pit Face Bstinmted Seasonal High Groundwater DETERMINATION FOR SEASONAL-RIGU WATER TABLE Method Used: / Depth Observed standing in obs.hole: h N/�— In, Depth to soil mottles: Depth o weeping from side of obs.holo� ht, Groundwater Adjustment &,-� ft. Index Well-0 Reading Dam: Index Well 4_ Adj.factor Add,Clroundwater Leval ( � / PERCOLATION TEST Observation Hole# / Time at 9" - ,, / , 3 Depth of Pero � Time at 6" �� Start Pre-soak Time !a : �S Time(9"•6") End Pro-soak `� • /y • Rate Min./Inch Site Suitability Assessment: Slto Passed Site Failed: Additional Testing Needed(Y/N) 'r Original: Public Health Division Observdtion Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conself vation Division at least one (1) week prior to beginning. Q:\SEPTlC\PRRCF0RM.D0C D VY DEEP.OBSERVATION HOLE LOG Hole#_Z Depth from Soil Horizon Soil Texture Still Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders. o Isistency.%'a[ vet) p- !Z° CUarn /U 4/3 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soll Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Conalatenuy, G''--¢z� � `� � 7 �' `fir � • /32 7 C'z `� � z s . K DEEP OBSERVATION HOLE LOG Mole# Depth from Soil Horizon Soil Texture Sol[Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Woes,Boulders. Coaji;jtMj0,_2[Wrn veil Flood Insurance Rate Map; Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes A _ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery o s material exist in all areas observed throughout the area proposed for the soil absorption system? �S If not,what is the depth of naturally occurring rvious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of En ironmental Protection and that the above analysis was performed by me consistent with . the required tral ' xpertise n perience described in 10 CMR 15.017. Signatures Datts - Q:\S.EPTIC\PBRCPORM.DOC _ I I � 1t.�TC HEM \� QA1q 2�Z43z, ,OPI�Gr-Soa �. N�aG LuaA"rloa SH�� vs= S��Dr31�-- /Q,J� card. I s I ,a L L- �5 a t-+•-S )c,,TG r6evI �� I - i • , ! - ! ' , i _ I I• I I 1 � ; I : VN 1- - LiI °- - ( i I ' - , I ! i I _ ; 1FI , I P-rti I o _ I L I , 1 I i i i i y , , : I ! t - I - , i I —I : : i. I { : , ; J� i j , : I : : _ I I 1 , ; 1 I . I _ : I i I , I t : I ITS I : : G I : 4-1 : : -- : �344- I : I i I (to I : I , : N I I CP1 I I G I L I I : : S : i I i : : I ' I 0- 2 : i _ -F= �.;� j - - -7e6y - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M p ij /1 Parcel © Permit# Oi Date Issued 3 Health Hivision y U Conservation Division 1-, Application Fee Tax Collector Permit Fee t 3 Z Treasurer og SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WTF�TITLE 5 Date Definitive Plan Approved by Planning Board E��,�y-7171.7—7;. CODE AND Historic-OKH Preservation/Hyannis Tt3vy°� "�°� IO�d� Project Street Address 1 - 5G N Village r=Ji L L C, Owner ,_ r ..C-#3 P Address Jl lLIE 04 Telephone 2-56 jS 42o 3 Permit Request E rJ 'S�ya�+ UUU rr n3 �S7r SYtiAt.[ r 1 N1 l new +" ! ccogrc�- � A►tD 1 d;�FicE, proposed T Square feet: 1 st floor: existing t �a proposed 2nd floor: existing Total Zoning District Flood Plain Groundwater Overlay Project Valuation o a �UConstruction Type L� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) _Age of Existing Structure I .# Historic House: ❑Yes T8rNo On Old King's Highway: ❑Yes X No Basement Type: T$Full ❑Crawl ❑Walkout ❑Other a O Basement Finished Area(sq.ft:) Basement Unfinished Area(sq.ft) t t o�� -r 'Po CD Number of Baths: Full:existing I new — Half: existing' n nee - Number of Bedrooms: existing 7� _ new _�L_-_ `) o lM1; Total Room Count(not including baths): existing S new I first Floor Room t o rn Heat Type and Fuel: ❑Gas XOil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New -T Existing wood/coal stove: ❑Yes 500 Detached garage:Clexisting ❑new size Pool:❑existing Ellnew size Barn:Cl existing ❑new size Attache garage: d ❑existing ❑new size — Shed:❑existing ❑new size Other: g 9 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ f Commercial ❑Yes ❑No If yes,site plan review# May 28 02 08: 46a Mercator 978-263-6184 P.2 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTINIENT Off'ENVIRONMENTAL PROTECTION 190- ONE WINTER STREET, BOSTON,NIA 021011 617-292-S300 WILLIAM F.WELD '- O7� Governor LRE�AEvD LftSr� ARGEO PAUL CELLUCCI IB.STRUHLt.GovemnrSUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMPART A 8Cinncr CERTIFICATIONLUU tt11 LLBARNSTABLE PropertyAddress: Q1 �,� rt ' I ` �'ttrYT Address of Owner: �%CC-tH DEPT. Date of Inspection: `���7 b (If different) Name of Inspector. e , I am a DEP approved soern inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: — r(:. MAP Mailing Address; s ® ( Telephone Number: --7 .� 6 PARCEL 0 • ` CERTIFICATION STATEMENT LOT - I Cenify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ,_,-_ Conditionally Passes _, Needs Further Evaluation By the Local Approving Authority Fails inspector's Signature f.. Date CfJ � The System Inspector shall Submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: Al SYSyE'M PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: 81 SYSTEM CONDITIONALLY PASSES: J t One or more system components as described in the`Conditional Pass"section need to be replaced or repaired. The system,upon Completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes, no.at not determined(Y. N. or ND). Describe basis of determination in all instances. If"not determined",explain why not. The septic tank is meral, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached) indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not meta(, is cracked. structurally unsound, shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. tsatiieed tl!!1S/9T) page I of In DEP on the world Wide wed: http twww.magnet.state.ma.usidep 4j Printed on Recycled Paper f May 28 02 08:46a Mercator 978-263-6184 p. 3 SUBSURFACE 5EWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Add r L'�` tn + �� (21t 11i \'� r(E` Owner: zY"A�0.erv� Date of Inspection: 15�� 61 SYSTEM CONDITIONALLY PASSES(continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipets)are replaced obstruction is removed distribution box is levelled or replaced The system requited pumping more than four times a year due to broken or obstructed pipets). The system will pass inspection if(with approval of the Board of Health): broken pipets)are replaced obstruction is removed CJ FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD Of HEALTH DETERMINES.THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: — Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless.a well water analysis for coliform bacteria and volatile organic;compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation riot valid). 3) OTHER (revised 04/25/s7l Page 2 of 10 May 28 02 08: 46a Mercator 978-263-8184 p. 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property A�ttlress: y j V'V�S %+, Owner: t CgNmi& Date of Inspection:�M�j �..1 D) SYSTEM FAILS: You ust indicate e4r.er'Yes`or'No"as to each of the following: I have determined that the system violates one or more of the following faiiore criteria as defined in 310 CMR 13.303- The basis for this determination is identified below. The Board of Heath should be contacted to determine what will be necessary to correct the failure. Yes No f Y Backup of sewage into facility or system component due to an overloaded or dogged SAS or cesspool. _ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged*SAS or i✓ cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or dogged SAS or cesspool Liquid depth in cesspool is less than 6'below invert or available volume is less than 112 day flow. Required pumping more than 4 times in the,last year NOT due to clogged or obstructed pipe(s). Number of times pumped _J _ Arty portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. r Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. " Any portion of a cesspool or privy is within a Zone i of'a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds,ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: You must indicate either"Yes"or "No' as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 go or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No _._ the System is within 400 feet of a surface drinking water supply the system is within 200 feet of-a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply welt) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. tx.viaad 04125/97) Page 3 of 10 May 28 02 08:47a Mercator 978-263-6184 p.5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: �, Gr`l` s� �K'►1;��e, Owner: Date of Inspection: Check if the following have been done:You must indicate either "Yes"or"No'as to each of the following: No Pumping information was provided by the owner,occupant, or Board of Health. ' _. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they,are not available with N/A. , The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste (tow. The site was inspected for signs of breakout All system components, excluding the Soil Absorption System, have been located on the site. o/r The ssa manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees,material of construction, dimensions,depth of liquid,depth of sludge,depth of scum The size and location of the Soil Absorption System on the site has been determined based on: The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub-Surface Disposal System. .� Existing information. Ex.Plan at'B.O.H.'' ._ Determined in the field (if any of the failure criteria related to Parr C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) (rovivoit 04/3S/97) Yago 4 Of Sr) .M' May 28 02 08:47a Mercator 978-2G3—G184 p.G SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Scat-c • ozkjom�`e)Mac Owner: G�`C�$.�A� ,, Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: O p.d-/bedroom for S.A.S. Number of bedrooms: .3 Number of current residents Garbage grinder Eyes or no): Laundry connected to syste (yes or nol:•t Seasonal use(yes or no):JY r,, ! C Water meter readings, if available (last two (2)year usage(gpd): . 1� Sump Pump(yes or no): Last date of occupancy:�� COMMEMIAUIND USTRIAL: Type of establishment: Design flow: Qallonsfday Grease trap present: (yes or no), Industrial Waste Holding Tank present: (yes or no)! Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy OTHER (Describe) Last date of occupancy- GENERAL tNFORMATION PUMPING RECORDS and source of information: �fd� 3vs System pumped as part of inspection: (yes or no)_, If yes, volume pumped: _ eallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool �tOO Overflow cesspool: Privy Shared system (yes or no) (if yes,attach previous inspection records, if anyl VA Technology etc"Copy of up to date contract? Other I APPROXIMATE AGE of all components, date installed (if known)and source of information: Sewage odors detected when arriving at the site:(yes or no) (revised 04/23/97) Page 5 of 10 May 28 02 08: 47a Mercator 978-263-6184 P. 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Add r y b(.L Owner.• v Gv�CLNNN. Date of Inspection: BUILDING SEINER: (Locate on site plan) Depth below grade: Material of construction! cast iron 40 PVC ocher(explain) (f � _ p --- Distance from private water supply well or suction dine Diameter_ Comments: (condition of joints,venting,evidence of leakage, etc.) SEPTIC TANK: {locate on site plan) Depth below grade: Material of construction: concrete—metal _Fiberglass _Polyethylene—other(explain) If tank is metal,fist age„ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles,depth of Liquid level in relation to outlet invert, structural integrity,evidence of leakage, etc.) GREASE TRAP: (locate on site plan) Depth below grade: Material of construction: _,concrete—metal _Fiberglass _Polyethylene other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (roviaod 04/25/97) Paga 6 of 10 - ---._ T,. ...._. -..-- — May 28 02 08: 47a Mercator 978-263-6184 p. e -SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner. ` r' c.t Date of Inspection:_ TIGHT OR HOLDING TANK-.41—(Tank must be pumped prior to,or at time,of inspection) (locate on site plan) Depth below grade: Material of construction:,_concrete meta(_;,Fiberglass_Polyethylene _other(explain) Dimensions:- Capacity gallons Design flow-. _gallonstday Alarm level: Alarm in working order_Yes;_No Date of previous pumping; Comments: (condition of inlet tee,condition of alarm and float switches, etc.) DISTRfBurION BOXJL (locate on site plan) Depth of liquid level above outlet invert: Comments: (rote if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of box,etc.) PUMP CHAMBER:, (locate on site plan) Pumps in working order.(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) ttwlsed 04/25/971 Page 7 of 10 _ --- t- _ May 28 02 08: 47a Mercator 979-263-6184 p.9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C g4 �L �,SlYSTEM INFORMATION (continued) Property Ad res5: 4w-'Ch }V\A {)weer: -�c0..� Date of Inspection:q,,�,<-i—? SOIL ABSORPTION SYSTEM (SAS):_,_, (locate on site plan, if possible; excavation not required,.but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length:_______,_o teaching fields,number, dimensions: overflow cesspool, number: Alternative system: Name of Technology Comments: (note condition of soil, sighs of hydraulic failure, level of ponding,condition of vegetation, etc.) CESSPOOLS: tl=te on site plan) c Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer._ Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc) PRIVY: (locate Asite plan) Materials of construction: Dimensions: Depth of solids: Comments: (ttote condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (swi��d 0�/25/97) page a a 10 May 28 02 08: 48a Mercator 978-263-6184 P. 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner: &- Date of Inspection SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100'(L cate where public water supply Gomel into house) (ravissd 04/25/97) 9 of 10 May 28 02 08: 48a Mercator 978-263-6184 p. 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C , �y,� ppSYSTEM INFORMATION (continued) Property Address: 'It 'SEk C�1 Owner: &ra-\\0.-\r" Date of Inspection: Depth to Groundwater Feeri Please indicate all the methods used to determine High Groundwater Elevation_ Obtained from Design Plans on record Observation of Site(Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records Check local excavators, installers Use USGS Data Describe in your dwn words how you established the High Groundwater Elevation. Must be completed) frsvitid Of/15/s1) Page 10 of 10 B.M.: TOP OF MAGNAIL d OSTERVILLE E� L-46.0 PPONDH SOUTH STREET EOP ND S HUA • PO . 8 24-'-30'E UPOLE — 46. N N� LOCUS CB DISC 10' VENT 10� 4 47 —� .- 41 SOUTH ST. L 46.40 W .. 48. 31.9' ....... ........... p DRIVE. 2.o • LOT r • 14 _` 0TP#5 48 01 PARCEL — F. � �q CEL ID< titi0 REA=1 { O AL R�1 11 ; 7/69 � W ^ 1500E I q� Ch 1 TANK 000 LOCUS MAP o W_ .,PARCEL D cn GARAGE CE IDS PLAN REF: 97517 N 13.0 0 (SLAB) 117/68TITLE / 10. o PORCH PARCELED MAP 11172 LOT 69- .14.0 26.0' N A8 IN STATE APPROVED ZONE,`II (GROUNDWATER PROT) 1`3.66' w p' ZONING: "RC" WIND EXPOSURE: "B" ZONE 3 SETBACKS: 25'F-10'S-10'R 49 #41 21.8 BUILDING LOT COVERAGE: SEE CHART BELOW ZONE: "X6 ' PROPOSED w. ,��OF N 0F;•-Mqs COMMUNITY PANEL: 25001CO544J .DATED:01/16/14 2—BEDROOM ^ � -4 PARCEL ID: . TOF=50.0, 0,g 117/70 � cV DAV o� EDWARD �s _ o 22.0 a o S I 8c N 35:46' �! . F� sT s TE SEPTIC P LA a. 'tb No. 9 0 o ` �� �° o�� % ��� i -(FOR NEW HOUSE) o 49 SST Tp#1 10 .2' i 8 0' 24:7' F PARCEL ID: � j� LOCATED AT: 117/5 F f . �20_. . - . , as .� 41 SOUTH STREET' HOLE �2 ' TES TS .1=4 ON. P�AG TWO _ MA,OSTERVILLE;RESERVE o �0 �,P# TH#5 EL. 46.5 27.2 4. 25.0. ELEV. DEPTH' IN.- HORIZON TEXTURE,. CO LOR MOTTLING OTHER.. PREPARED FOR -42.5 0"748" 1 FILL .;� 10' 42.0' _48 =54 ,. LOAMY, SAND . 10YR4/3, ,NjA , _ STEPHEN A. 8 DE- NISE W. t , — 8" } B :` LOAMY SAND Z 7.5YR5/6 N/ATRIPP-. _ • 77.00 + 40.0 ' 54" � •„ _ CB N88 24 30 E 33.5 78 -156 1; Cd1" SILT LOAM '2.5Y7/3 N/A ' 5 .:•156"-204"-, C2 . COARSE SAND 10YR5/6 , N/A SCALE. 1"=20' 2s. -ALES - N OTTLE - PARCEL ID; t NOGROUNDWATER ENCOUNTERED 0 M S 9/16/ 117/180002CM© REV: NOVEMBER 14, 2016 • A LOT COVERAGE CHART: M:CICDOU-gC1� � SUI"Veying. MAXIMUM PREVIOUSLY EXISTING PROPOSED GRAPHIC SCALE LOT CJVERAGE: 20% (2,265•S.F:) 12.5%(1,392S.F.) 22.4%(2,5398.F.) Bc Associates P. O. Box 24.28 ' AREA: 30�.(3,39 12%(1,361S:F.) 29�(3,321S.F.) 20 0 �o zo ao ao NG HEIGHT:' 7-1/2 S S F ) n n 44 1. FLOOR STY 1 STORY 26:1' TO RIDGE' IVI02649 BUILDING � � '� ash ee Ma. 0R 30' PH. 508 z 419 1086 ( IN FEET ) fa R08�419-1087, VARIANCE- GRANTED: 2.4% LOT COVERAGE email i inch 20 ft: macdougallsurveyqcomcast.net r .. OVER THE 207 MAXIMUM SHEET-1 of 1793 ,. .f - TOP OF- FOUNDATION PROFILE OF 2" LAYER OF EL= .50.0 . MIN.S PITCH u/8" PER CHEDULE 40 VFOOT SEWACE DI S. FPOSAL SYSTEM DOUBLE WASHED D STONE . EL- 49 0 MINIMUM=� � - ' VENTNDS & (Nor TO SCALE) OR FILTER ABRIC EL 48.5' EL= 48.1t L=E 46.0 Z ,, CAST IRON COVERS TO GRAD%E � _6 .MAX ............... ,,.,,6" MAX. 6. MAX ;: : �� , :i ti: EL 48 0 MIN. PITCH 1/4" PER FOOT 4" SCHEDULE 40 P.V.C. PROP. PROP. CLEAN SAND "FILL CONC. �RISER , RISER 9 •MIN.{PROPosED) RISER & EL=- 4.4.0EL= 4T75 _ COVER FOR 255 �w 36" MAX. . : r� PER 3EL0=C45.0MR 15 � 10' S=.025- . . FLO W LINE. l i O„ 14 _ EL=47.0:. EL=46.75' MIN. „ ��El_"6i50 EL=;44.23' _ " 0 06 0 0 0 0 0 o °°° o o� o °o INVERT' 8 BASE OF MECHANICALLY L-44.06' 24 0 °0 C C� C� 0 O 0 0 �C ° INVERT - INVERT 4 GAS,, INVERT " INVERT ° co o qp BAFFLE COMPACTED SAND °� o� o°' EL=. 42.0 8" BASE OF MECHANICALLY PROP.`D63 _ 4 0' DISTRIBUTION R 3/4" to i 1/2" �, 8.5' 4.0' COMPACTED SAND (H-20. BOX DOUBLE s TON W .IT" DOU WA HED.S E TYP. PROPOSED H-20 ,,, � z 2-500 GAL. (H=20) DRY. WELLS (5 X 8 =6 X 3 -0 ) 500 GALLON TANK I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT- OF i CV ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017' TO CONDUCT SOIL ABSORBTION: (TRENCH FORMATION).,", SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HASI BEEN PERFORMED BY ME CONSISTENT-WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENC SYSTEM (S.A:S.) 9' X 25' DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION; AS•IND.ICATED ON THE ATTACHED SOIL EVALUATION FORM, 01. # ELEV. •_29.5' BOTTOM. OF TEST �HOLE 1 v ` 15100 THROUGH 15.1 , GENERAL. NOTES (No GROUND WATER) T ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR i. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E P. TEST, PIT RESULTS: . P 1 5017 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DATE: APRIL 7,. 201,6 SOIL EVAL. EDWARD A. STONE; PLS 2. ALL ACCESSPORTSIOVERATANK TEES SHALLBE B:O,H .EST FOR SUBSURFACE SOIL T DAVID W. STANTON: R.S. BACKHOE: BORTOLOTTI CONSTR.- DESIGN DATA: ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ` ACCESS PORTS BROUGHT,TO WITHIN 12" OF FINISH GRADE: t " NUMBER OF BEDROOMS:......:,-__--2__r_. TH. 1, EL.- .,48.3 .PERC. RATE .<5MIN. IN.. ©44. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE GARBAGE DISPOSAL.................. _- CAPABLE OF WITHSTANDING H=10 LOADING UNLESS THEY ARE ELEV.. DEPTH_ (IN: HORIZON ', TEXTURE COLOR MOTTL1.ING OTHER - UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY •, - " TOTAL ESTIMATED FLOW MUST WITHSTAND H-20 LOADING. 47..3._. 0 -1,2 A •, .; LOAMY SAND 1OYR4/3.. (110 GAL /BR.%DAY X 2 BR:) __220 -_ 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 45..8 12"-30" B' . LOAMY SAND . 7:15YR5/6 N/A_ 220GPD X 200 440 GAL OF ALL UTILITIES_ PRIOR TO ANY EXCAVATION. 44.3 30"-48" C1 -MED SAND 1 OY06/6 N/A 5. ANY MASONRY UNITS USED TO BRING COVERS' GRADE USE 1500 GAL. SEPTIC TANK OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 37.3 , 48"-132" , C2 MED SAND- 2:5Y7/4 N/A /2' C ° 6. FINISH GRADE SHALL HAVE.A MINIMUM OF 2% GRADE . • INSTALL: 2-500 GAL: DRY WELLS (W RUSHED STONE OVER THE S.A.S. AND DISTRIBUTION BOX. NO GROUNDWATER ENCOUNTERED NO MOTTLES ON THE SIDES, 4' ON THE ENDS AND BACKFILL TH. 2 EL = .48.2 . ENDS) 'AND SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF " SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF .6' ABOVE ELEV.• DEPTH, (IN HORIZON TEXTURE- •, - COLOR MOTTLING OTHER, WITH CLEAN SAND FILL PER 310 CMR 15.255 THE FLOW LINE AND SHALL BE ON THE CENTERLINE,AND 45.;2 ' LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES: 0',,-36'„ FILL ., ,, - SOIL CLASSJFICATION:...: 8. THE INLET PIPE INVERT ELEVATIO 3. "N SHALL BE N0.LESS. THAN 44.7 , 6 42 B LOAMY SAND, 7:5YR5 6 N, A DESIGN PERCOLATION RATE..: .�21NLN. 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT 43:2 42"-60" C2 MED SAND . 1OYR6/6. ,N/A EFFLUENT LOADING RATE;..:... _ :_74ELE _ 9. THEVATION SEPTIC�ANKESHALLEHAVEEA MINIMUM COVER OF 9 INCHES. " REQUIRED LEACHING CAPACITY..'.. 2?O_G'AL/DAY C2 NO GROUNDWATER ENCOUNTERED NO MOTTL 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A OAS LEACHING CAPACITY PROVIDED...,:267 G81LDAY 37.2 60, 132 BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4 PVC. ES • , TH. 3 EL = 48 0 . SIDEWALL 9'+ 25' x2x 2 SIDES 74 = 100.E GAL DAY 11, ALL PIP€5 SHALL BE SCHEDULE 49,PVC SEWER PIPE AND __-- _-- ---._.__.__._______-- •__-- _--,;.�._.:._;.__ _�_._-_-_----_-.=._���'•_� _ � � � �( > � � «, FIRST TWO FEET 60T OF THE DiSTRIauftN BOX SHALL €LEV. BEPTH (IN:) HOR1f6N fiEXfiURE 66L6R MOTTLING OTHER BOTTOM: (9' x . 25')(.74)= 166.5 CAL/DAY BE LEVEL.12. CHANGES OR REVISIONS TO SEPTIC DESIGN ,REQUIRE NOTIFICATION 47.-0 • 0""12 A LOAMY _SAND .. 10YR4/3„ _ TO MACDOUGALL SURVEYING & ASSOC: FOR B.o.H. AND DESIGN 45.0 , 12 -36 B LOAMY SAND . 7:5YR5/6 N./A TOTAL- GAL/DAY ENGINEERS REVIEW AND APPROVAL. " " = 47 GPD RESERVE 13. PROPOSED SEPTIC SYSTEM IS WITHIN STATE APPROVED ZONE II 42:0 36 -72 ClFINE SAND 10YR6/6 . • .N/q .• „ 267 GPD PROVIDED 220 GPD REQUIRED .• „ OTES: 132..0 144" 144" ;Cd2 SILT LOAM 2 5Y7/3 N/A tat�r 4z,36:0 72 - CONSTRUCTION .N192 C3 CLAY 5.1OY GLEY N/A D,4 D 1. CONTRACTORS, INSTALLERS SHALL VERIFY GRADES AND NO GROUNDWATER ENCOUNTERED NO MOTTLES s �P�tN of S'c SEPTIC SYSTEM DETAIL PAGE a'� y� / TH, 4 EL. 47.5 EDWARD s 41 SOUTH STREET ELEVATIONS AND SITE CONDITIONS PRIOR TO.COMMENCING "�` - F E J � ,4, WORK ON THE SITE. ELEV. DEPTH (IN.) ,HORIZON „TEXTURE COLOR MOTTLING OTHER 0 2 1. STONE OSTERVILLE, MA. 2 NO DETERMINATION HAS BEEN MADE AS TO WITH DEEDED OR ZONING REGULATIONS. OWNERMPLIANCE APPLCANT 47.0 0 -6" " IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY: B LOAMY SAND 7 5YR5 6 NN A �Q/STERN® No 289 9/V.14 45.0 6„ 30 " / /A � t! AR1P� Fs REV: NOV. 14, 2014 3, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING 35.6 30•-1.44 . „ C MED SAND„ 2.5Y7/4„ N/A - LAND �.1 SHEET 2 OF 2 J# 1793 TAPE OR A COMPARABLE MEANs. SEE PAGE 1, FOR, TH;' 5 NO GROUNDWATER ENCOUNTERED/NO • MOTTLES VG f _18 O 18, 04 - e C M-446 TM.4. co co.�nU � a � " ,fCf O` X CIO � 4112-4 1/2•Bs n Doors - ntl4 - Be an Winaovn C 8 tw<a wl ws C Typical �' I , I. `• -V 14'-5 5/8" : 7'-7 7/8"— _ IT-8 1/4" _ .�21'-8 1/4 �; + p ' i• _ ,: - F7 'IT +Vaulted Ceiling k 0 � . MASTER BDRM'. ,.' % r p N C a'-e^ s'-ssra^ 13'-e1/4^ 10'3 /a" ill c oo -P� i'-10 _ 4s� O'FWH]Ofitt I"en°tl"^ lV .1 142CW1S- FWr130605 FWN60114PLR, 0606 ,,3' , .... a .. co „• .. �� �/- 1]L .. 4 LOSET. AAfifiee : .� _ A♦ - - V/ t T 446 - A51 2— - i . 9 9 K a s s a'10 7/a �4 La : . seat • - '..� - - I Vaulted Ceiling 16'7" CLOSET 4r MASTER - - 7c '.... -- .... �.. . «: OFFICE 3 - mson x - .• ' UP .�, "s, - o .n + CLOSET "� ^ lV , 5 , 36•Tall Nhll we.. yn w •.,. .' 2266� - ED • - �. .. - n w .. _ _, BEDROOM • - , O _ _ t - a ENTRY _. ,• -. - ,.., f � as n -' .. c l- N LAUNDRY R' Sa Fi 3'S 3l4". • - . - TM432 CLOSET 1 AX26t PX261 PX26t g .'p'" ,.TW 3445 - .. 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