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HomeMy WebLinkAbout0038 RAINBOW DRIVE - Health 38 RAINBOW DRIVE, CENTERVILLE, A= 188171 llll ® s y Nop23LOR HASTINGS.MN • TOWN OF BARNSTABLE LOr'k'AO." SEWAGE # _=VII AGE i�� ASSESThqp? MAP&LOT l/ AME&PHONE NO. /0 � SEPTIC TANK CAPACITY DO LEACHING FACILITY: (type) (size) O �' NO. OF BEDR 1 J BUILDER OWNER /� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 ferret of leaching facility) Feet Furnished by �►a o Soo " TOWN OF BARNSTABLE LOCATION 36 SEWAGE# -JL001 J86 VILLAGE (pn4Y(O tI1 P ASSESSOR'S MAP&PARCEL j.�-f-71 INSTALLER'S NAME&PHONE NO. c 13 ,:rA& S -W t0:�YO'f SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size) q,2)(/f NO.OF BEDROOMS 3 OWNER I� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility See lBfw 1 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 leaching facility) Feet FURNISHED BY h- 3-51 G-G® 'G�5-23 35" , 2 � 5 Lit err im place G 7 No. Fee THE COMMONWEALTH OF MASSACHUSE,TTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPYicatiou for ;Diooal A&P9u t (fou5tructiou permit Application-for a Permit to Construct( ) Repair(4upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. .716 R a.t*v "Pry u e Owner's Name,Address,and Tel.No. �.eownr V t)16 �e mac? 1 et Assessor's Map/Parcel I y 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building hyn�e No.of Persons 'j Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re' uired) `'j J 0 gpd Design flow provided '3-3Q. gpd Plan Date ) 1' 05 Number of sheets `Z, Revision Date Title Size of Septic Tank 1Q= Type of S.A.S. a��r��� Description of Soil Nature of Repairs or Alterations(Answer when applicable) oNS Vce IX Aj-eV) 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. gned Date Application Approved by Date (!va-s ai Application Disapproved by: Date for the following reasons Permit No. e 'Z- L Date Issued 6 No. Fee /0 s THE COMMONWEALTH OF MASSACHUSETTS rr Entered in computer: y J 2 PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS . Yes '_ ipplication for MioogaC *pgtem Congtructiou Vermi.t -. Application for a Permit to Construct( ) Repair(upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. G N3C7W f t V(0 Owner's Name,Address,and Tel.No. ' Assessor's Map/Parcel VeNoo t 4 Ilb f . 171 histaller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. { ,Jc E�aS�N� Pr�Ns t ►cS �oQ�—HOip-7/ Type of Building: Dwelling No.of Bedrooms Lot Size /f"907 sq. ft. Garbage Grinder ( ) Other Type of Building _� No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min re uired) "'j�C) gpd Design flow provided *3'3q.,1 gpd Plan Date 1' I S OS Number of sheets Z Revision Date i Title --�Size of Septic Tank I Type of S.A.S. hj;() )A x6ers Description of Soil a '3 i Nature of Repairs or Alterations(Answer when applicable) t6'r i Date last inspected: Agreement: The undecrsigned 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. P� S,gned Date d Application Approved by Date Application Disapproved by: Date l '. for the following reasons r Permit No. "i �.�� Date Issued E� ��� C THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( ) x Abandoned( )by �)c{, X 1� ytk t o Z nj c at 'j B R6,r'A lou S has been constructed -in accordance /- with the provisions of Title/�5 and the for Disposal System Construction Permit No. ��p dated ti V t Installer tc�fi 4 \ rr)w ftj _l N c Designer #bedrooms Approved de(s�'. owl(. gpd The issuance of this permit shall not be construed as a guarantee that the system will functio as designed. Date (1 Inspector No. _t� i 1 D i Fee �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS uligpogal 6p5tem Con5tructiou J)ermit Permission is hereby granted to Construct ( ) Repair (c/)Upgrade ( ) Abandon ( ) System located at ''� F) j2_e,:,j j C?c.y D f t el Zo and as described in the above Application'for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction yust be completed within three years of the dat oe� f this e I Date C� 5 Approved by--- � j 1 i Town of Barnstable Regulatory Services Thomas F.Geiler,Director ` A� Public Health Division &6s9. Ma+' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# 'f�� Assessor's Map\Parcel )?.A �yn�.� Inc, Designer: �ng, `n-ewe/�h e u/4�4(a )A, Installer; Address: /Z w^C� l�`~`�-�d Address: /'�` OJT eZZA `t`( ` 6?-z& 3Z On 417r, 'J�'(y"iM J w" was issued a permit to install a (date) (installer) �( septic system at 3 Tn ss) ( (based on a design drawn by (address) / ��e✓ `�.i�" dated 1//5 e"f (designer) X I 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. 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 compon ent of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. OF -- PETER c WENTEE �a staller's Signature) w C i V i No.35109�Q FPS/O N A �. (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of BArns'at r;# F p Department of ite f atoty Serv>ces x u °'i Pu1biC HeaWDiviston + Tt► 2001vtam Street.Hyanhis MA:02601 3<17ate:Schedttled.= Time '©f1 S- ,z �$l Assessment or Sewa a Di sal a e e✓ CVO 1 . Witnessed B - �O" Performed BY � y LOCATION& GENERAL INFORMATION Location Address'2 g, Owner's Name. r �. ao , . i�q+-�l IPA, 014 Address fvl^ �e,,..�-•e_;n;�1,� ►''"I f�'. OZro 3 Z, Assessor's Map/Ps♦rcel g.� Engineer's Namefe �/► � NBW CONSTRU�'i[ON REPAiR n I Telephone# 7.3 7/ 4 7,�o 5` g ` A Q "� surface Stones .�/�.... . . Land Use I Slopes(%) Distances from ;;ripen Water Body ft Possible Wet!Area t .DoWng Water.Well ft fit►age.:Way a�_ft .Property line �� ft. . Other iSI£EZ'C$.($meet name;dimensions of lot,exacrlocations of tot holes&pare gists,locate wetlands m,proximity to holes) le " Parent material(geologic) Depth W Bedrock _ Depth to.Grouudwaiei-.Standing Water in Hole:' �00 i Weepingfiom Pit PDX Estimated Seasonal nigh Groundwater Dt� TION.FOR SEASO)<TAL`;HIG1C1'WAW C%}�� CaD cc Wl\% :.Method Used: , Depth 0bperved.atanding{n obs.hole: too In. Depth to'Sol]InOttlest: In. Depth toiweepttig from side of obs.hole: �' in. Groundwater A�t Juntmaet fr Index Well#M04 2`i Reading Date Nam Index Well level ,p Act.factor,, �. Ac(I,ClrrpunAwater 1.aVai 2' 2.onrE1 R PERCOL+ATION,TEST �+� ' Observation Z Hole# ' Time 6,. Depth of Perc " Start Pr�soakTitnt -- End Pre-soak Rate MinAnch Site Suitability Ass�ssmeak .Site Passed' '� Site Failed; Additional"Testing:Needed(Y/N) Original: Public HeiQttt Division Observatiot?Hole Data To Be Completed on Back---------- **:01f.:percola�ipn<testis to be conducted within 100' of wetland,you must first not><fy the Barnstable ervation Division at least one (1) weep prior to beginning. DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (M insell) Mottling (Stru4 ,Stones,Boulders. toGravel) 9 T--(L L w 4�- 9 Q3 DEEFOBSERVATION HOLE LOG. Hole# Depth from Soil Hoizon Soil Texture Soil Color Soil other Surface(in.) (USDA) (Munselq Mottling `(Stntctute,Stones;-Boulders n... ra d2 1 - 12 , 2 SL jGVa/s to -)3 CZ M ►a•�YL BEEP OBSERVATION HOLE LOG Hole# Deptitfinrh� SoiC`Horizoo Soil Texture SotlColor ' Soil Other Surface(in:j lUSDAj (Mun'sell) Mottling (StrttctgreStoaes,;Boulders. i ;DEEP OBSERVATION HOLE LOG Hole# Depth'.from Soil Horizon Soil Texture Soil Color Soil Qther Surface(in.) (USDA) (Munsell) Mottling (Shuctu[e,Stones,Soulders. Co • : Flood Insuran, e Maw, Above SAO yi%rflood boundary Yes 1G1. Within 566 yearboundary IVo Yes WIN 0011YW- ,F tluod W no,. No„ yds .: De cxurriln 'Pervious ate>•lal Dries at least fo feet of naturally occumng'pervloits iiiaterlal'oxtstxtn`till;areas obsetwed throtghouE the ryes pmpas'ed r the soil absorption system?: If not;what is the depth of.naturally occurring:pervious material'? __.�..._ Ceic�ation I .�� date'I.have. assed the soil evaluator examination approved by the I certify that on ( ) p ,4 D' 'arhnent ofivtronmental Protection and that the above analysts vas performed by rrne constsE'eitt vvtth tli requ�rt d' ,expertise artd exvenence:descr bed to 310 CMR 1S 017 l2 j;Zeil S%gnattt%e: _ Date L e K Q1SEi'fIC1E (tCF312M. 00 yg � I R JUL rg BORTOLOTTI CONSTRUCTION,INC. 1 gib' 765 WAKEBY ROAD,MARSTONS MILLS,MA 02648 508-771-9399 508-428-8926 FAX: 508-428-9399 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM " 9 J ' PART A m.._ - CERTIFICATION Property Address: 8 /C.�c�2� �b P VIP/Y-)i'��� Date of Inspection:r-jpV 9Co Ins ector's Name: U bey Q� Owner's Name and A ressT Yj) K0 CERTIFICATION STATEMENT:. I certify that I have personally inspected the sewage disposal system at this address and that the informa- tion reported below is true,accurate and complete as of the time of inspection. The inspection was per- formed based on my training and experience in the proper function and maintenance of on-site sewage disposal pystems. The System: Passes Conditionally Passes Needs Further E luation By the Local Aproving Authority Fails / Inspector's Signature: Date: 6��4 71f P The System Inspector shall sub a copy of this inspection report to the Approving authority within thir- ty(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 SUM ARV• A)SYSTEM PASSES: t/ 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. B)SYSTEM CONDITIONALLY PASSES; One or more system components need to be replaced or repaired. The system,upon comple- tion of the replacement or repair,passes inspection. Indicate yes,nor,or not determined(Y,N,OR ND). Describe basis of determination in all instances, If "not determined",explain why not. The septic tank is metal,cracked,structurally unsound, shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing sep- tic tank is replaced with a conforming septic tank as approved by The Board of Health. Sewage backkup or breakout or high static water level observed in the distribution box is due td 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): - 1 - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Broken pipe(s)replaced Obstruction is removed Distribution Box is levelled or replaced The System required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of'fhe Board of Health): Broken pipe(s)are replaced Obstruction is removed C)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 FUNCTION- ING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 'The system has a septic tank-and soil absorption system and is within 100 Feet to a surface water supply or tributary to a surface water supply. The system has aseptic tank and soil absorption system and is with a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 Feet of a private water supply well. The system has a septic tank and soil absorption system and 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 the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. D)SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. ; Discharge or ponding,of efluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clog- ged'SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. hequired pumping more than 4 times in.the last year NOT due to clogged or obstructed pipe(s). Number of times pumped -2- w 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (conlinued) Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. 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. E)LARGE SYSTEM FAILS: The following criteria apply to a large system in addition to the criteria above: The design flow of a system is 10,000 gpd 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: 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 well. 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. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Check if the following have been done: _ZPumping information was requested of the owner,occupant,and Board of Health. 1YNone of the system components have been pumped for atleast 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 flow. _ he site was inspected for signs of breakout. _ All system components,excluding the Soil Absorption System, have been located on site. __6.�he septic,tank manholes were uncovered,opened,and the interior of theseptic tank was`in-'. spected for condition of baffles or tees, material of construction,dimensions,depth of liquid, depffi of sludge,depth of scum. e size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. -3- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST(continued) ,zThe facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAR1rC_.._ SYSTEM INFORMATION FLOW CONDITIONS RESIDENTIAL: 1/ Design Flow: allons Number of Bedrooms:2— Number of Current Residents: Garbage Grinder: & Laundry Connected To System: Seasonal Use: Water Meter Readings, if ilable: Last Date of Occupancy: o � CO MER AL[IND I T IAi Type of Establishment: Design Flow: gallons/day; Grease Trap Present: (yes or no) Industrial Waste Holding Tank Present: Non-Sanitary Waste Discharged To The Title V System: Water Meter Readings,If Available: Last Date of Occupancy: OTHER: Describe) Last Date of Occupancy: GENE NFORMATION PUMPING RECORDS and source of information:. > = — aW ;!/(. I) System Pumped as part of inspection: If yes,vole a pumped: gallons Reason for pumping: TYPE SYSTEM: eptic Tank/Distribution Box/Soil Absorption System Single Cesspool Overflow Cesspool Privy Shared System(If yes,attach previous inspection records, if any) Other(explain): AP ROXIMATE AGE.of all compongnts date installed(if known)and source of information: Sew ge odors.detected when arriving at the site: A -4- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C GENERAL INFORMATION (continued) SEPTIC TANK: ✓� Depth below grade: Material of Construction:�ncrete metal FRP Other (explain) Dimisions: Sludge Depth: Scum Th kness: Distance from top of sludge to bottom of outlet tee or bade: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation t outlet invert,structural integrity,evidence of leakage etc.) �p it _ aM Y� q GREASE TRAP: Depth Below Grade: Material of Construction: concrete metal FRP Other (explain) Dimensions: Scum Thickness: Distance from top of scum to top of outlet tee or baffle: 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.) TIGHT OR HOLDING TANKdAb Depth Below Grade: . Material of Construction:_concrete_metal_FRP Other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm Level: Comments: (condition of inlet tee,condition-of alarm and-float switches,etc.) DISTRIBUTION BOX: Depth of liquid level above outlet invert: Comments: (note if level and distribution is a ual, evidence of solids carryo er,evidence of leaks e.into or out of box,etc.) - c)a pqa6 , � .p PUMP CHAMBER: A/0 Pump is in working order: Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) A -5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SOIL ABSORPTION SYSTEM(SAS):_L� (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: Leaching fields,number,dimensions: Overflow cesspool,number: Comments: (note co dition of soil, signs o hydraulic failure level of ponding,condition of vegetation, etc.) 1 i V a _. CESSPOOLS:_Z)j/ 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 soilk, signs of hydraulic failure, level of ponding,condition of vegetation, etc.) PR IVY: Pfconstruction: Materials Dimensions: Depth of Solids: Comments: (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.)- -6- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to atleast two permanent references, landmarks or benchmarks. Locate all wells within 100 Feet. i I Q �z q)l O a �-0 DEPTH TO GROUNDWATER: Depth to groundwater: _Feet Meth.2tl of Determination or A proxi adon: -7- t V� —(l� n► L0CATION eJ e SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NAME i ADDRESS" /- , ,,P 7 +` .e�y thyj. IN- S-UILDER OR 0 ER DA T E P ERMIT ISSN E D DATE COMPLIANCE ISSUED _ � ..., <35 Q s eL� a� l{-2- i No.... :_JC.��/ Fmc...r.°..._............... COMMONWEALTH THEF Ts BOARD OF HEALTH Appliration for Uispniittl Works Tnnitrnrtion frrutit Application is hereby made for a Permit to Construct (; ) or Repair ( ) an Individual Sewage Disposal System at*j� ��'tr�� a,411u�DLcJ C�I�• 7�i'y/([-� ............................................•••••.................. -•-•••••-•-•--.......-••-••.......---------••-•••-••-•----•-••-•--...............----.........••-- Lo io - d s or � 1R/ f�U l� oX .............. _..... -- ......... .---••••..........----.......-_..._ ....J .. ._.......--- Owner - A dress a - ........... ......... .... Z:T......_GZO cam.............................................................., � ..fC 4l. Installer / Address Type of Building Size Lot_���.9o-7......Sq. feet Dwelling—No. of Bedrooms............................................Expansion ttic ( ) Garbage Grinder ( ) aOther Other—Type of Building ..AlW!)._.._...... No. of persons....__ ______________ Showers V — Cafeteria fixtures --------•------•-----•----•--------•-------------------•---------•---•----------•-------------------------••--•-- tzj a® Design Flow.11 .__..._ ---•--•_..gallons per person��PA�er day. Total daily flow................��...._.... ...........gallons. We�ohD� Septic Tank—Liquid capacity �a?...gallons� Length...K.6__.. Width.... 6.__. Diameter__-�.... Depth..t x Disposal Trench—No _._.... _. Width.... - Total Length....... Total leaching area....................sq. ft. Seepage Pit No---------- Diameter....__/_-�....... Depth below inlet..._._.4........ Total leaching area:.a6 :l...sq. ft. Z Other Distribution box (VI'_ Dosing tank ( ) Percolation Test Results Performed by.... a 0 �.__....___ Date____ Test Pit No. 1 f9' _.. .__.minutes per inch Depth of Test Pit......1 ........ Depth to ground water-----2�'�•-•-.._. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ra' •�-•••••••••• ...............-•--••-•-•--... ------- - escrtion of Soil-•-•• ••---.......� ... •----- - ----------- -------------------------------------------- V -----------•--------- x ---- ----------------- ---- - ----- -•-- ��--------------------�I�p-----------�..... ------------------- ------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable._..._.._._f�/ .......................................................•.............. •----••-•------------------•-------••----------•------------------------------------------------••-----._....•---•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi: 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate o f ompliance has been is ed by the oard health. ed................••-•-• ---- ---•••---••-••---•-•--- ------ ------_---_ -------------------------------- Date Application Approved By.... �`..��-�� Date Application Disapprov f o following re ns:--•••-•••••••......••---••-•-•••-••---•-•••••-••••••--•......•-••--------•-••••-•.............................. ............................................;••-' ...-...----•••-•••••••••••-•--...•••••••----•.......••--•••---••-••-•-•---••............----•----- .......... Date Permit No-----------3S =- _ Issued-...................................................... Date �- -------- ----- -- - --- -------- --- --------------------- - .S Fxs-5"a......_............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................... ........ .....0 F..-........-.........-..... ..................... Appliratiaan for Dis usal Works Tons rnrtinn aermit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ............................................................•----•--..........---------........... ..............................................--------•--......................................... Location-Address or Lot No. .........................._...................................................................... ....._.•----------_............_.................__...._.....................................-.... Owner Address W Installer Address Type of Building Size Lot............................Sq. feet �-, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons..................._-------- Showers ( ) — Cafeteria ( ) Otherfixtures ---.................................................................................................................................................... W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.....,.............. Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.............................................. " Date........................................ Pit No. I................minutes per inch Depth of Test Pit_.__._._._ _.____ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x ------------------------------ ...................................................................................................................... 0 Description of Soil................................................................-....................................................................................................... U ........•....................................-----------------------•----•-•----•----........-----.....------------------•-----------......-----------------------------...._---•••---•------•-------. W . VNature of Repairs or Alterations—Answer when applicable_________________________________________________________________________________......._._.... -----------------------------------••-------------------------------•---•-----------.....--------------......-•---------------•----------•-.......................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has,been is§ued by the oard of health. ~... -Si ne Date Application Approved By____............. ....... ✓! •�` �- I.. Date Application Disapproved for the following reasons______________ --•-••-------•------•-•-------------------•----•--.......................... ----•-......._ ---------•-----------------------------------------------------•---------••---------•--...-•---•-•------•..-----------------------------•--------•-----•---------------•---------------•----------•-•.--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... (9rdifiratr of Taautplianrae THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (� or Repaired ( ) .______ .J.____...... ......_._. _ .............................................. ............................................ v Installer x ♦ F at........................................;4413. r......... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No 9�-� � --.---=-- -Y--------- dated---............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION.,'SATISFACTORY. DATE .... `�' _:.25 -•--...---•-•--------------------- Inspector........ ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ty� ...........................................OF........................................................_............................ e- Diaapa sal Works (9aano r iaan 'rani# Permission is hereby granted............ �°'•, � to Construct ( or Repair ( ) an Indiv�ual- ewage Disposal'System �, at No. �'------------- .. ��a� .a------------���c;-_-------co.__. Street as shown on the application for Disposal Works Construction Permit No..................... Dated........................................... n -_ �-"- ...................... _J_.__.._. .____---____-.-__-.---.---.-..------._----_-._.__.-- - Boafd of Health DATE. .-n _ ' 4 , r y FORM 1255 A. M. SULKIN, INC., BOSTON 1 ' i �. LoT F r� i \9 15,9 0r7 s. t=. .. �s. 4-41 14 tx O 85. 0OIE : SWALE R LL i / 1 Aicuwb SE-Vn. t V- O Ti�ISuQ.E PQoQ PE pQAl1..�A6E. �\ fir.gq.� `V \ ♦ . 62.9 / i 19 CYL At 93 S �' e ,9•3•s 9 44.1 I 90 le 96.4 9+ 99,4 Q _ 7&4 a SrAc,-- p Ag EL= Ico.c La1..tE 'LG I oo"wnn 1 D l-4 a � � � Zo' t=Ko1.JT 5ET'�tb�K E-X tSn JG EEVA-flow c�s>=D eL�vA"i1C1J e:'cou-roL,(L +�'�OF �L5 GN H lu APP06VED s B=14RD of 4EAL-n-I ft2W4 CF-LJ IE-= &I f L-LE No su nay R�Nr SCALE I = 3® DA T S •21 • 84 -i IELrr: Hu6E,hPt I I- L--BY CEP--nP-e 7PAT THe PP=;t=;F=D '! \ JOf3 lJ° 8 4.5 I BU I LD I IJ6 Show u o1J 'MIS P LAI-J 'E LL IS SU�./E�I�.IG� 1►-.1G 2I► MuSKELGET LAue J L,E, CoLiF:oQMS To Tl4F- Ic4i 6 LAWS DQ.By, oF' BAaWSTABLE, MASS. C�uTFsc(LILLE, MASS., 02.(o3Q. .g•Q, Cam,BY: 1-4 St�EET I aF 2 DA,C- tSTEPHD LAuD -YoR �.A-T 1, N- T S EW A• G E PERMIT NO 4- -VILLAGE n;�yt ' IN,:S.TA LER'S NAME & ADDRESS DUI-LDE OR OWNER DATE PERMIT IS.S.UED � WA-T7E COMPLIANCE ISSUED � f. � ��G 1 �/� t A I )/ d P �� � ...__.r � . 4JaTE I F E lTH R i trr I G PI-r T1-I A+-J 12" 13>=craw l o FT A tom: / —— — G RA-DE , A 24" I �n -�Q cTr= ca.�(Z / 4" R/G PIPE- 'SHALL test= -ro GRAD= t'>2r�/a=wA1'S EL= 41.5 ccr Jc R>=Tt= / M IIJ. PtTcl-4` i �t At t 1=xrRA H EASY Du•r�cksr t"i co✓E�L j�c�ERs%\ PeP.. FT. ) 1 M W. CpUC Qf� A i G aAt=- / .COV E=R- Q�a41.J-sA i j D _V'LAYmIZoP pi i tom . I Ram I o00 GAL. - o wAsHED s`raG,� 0. P F-T.. i=�f-lG TAtJIG DIST. /4.. 5nX e 1 a e De-PTti-I ' ' WP6t-FED SToc-t1= PR��7 v/D Ecfc'ST 5ESPA6� _ _— J 1-we(zr l=Le/ATI ol_!S . 0 1 r e o o e a r n PlT o R PlJcJA L_ 113: I x 1 .0 .= 113 G/D ° — EL=19.3 Ir-I�/EQT AT Bu►Lbi+.Je= 84.5 FT. 3r �o Rr D/AM. IIJLET S>=PTIG TAI4v 9¢.3 FT- 0tTGAPAr--(r'( 490 �/D 1 12 FT-. DIAM. , C (g TAB�ATtotil �i arrLr--T. Se.Pnc.TA"4. 84. I FT. i w LT=T D l5i Q I PxIi1Q1 J goX 8 3.9 FT• SPJC`r I�I—t o f G QO-JI_J D WA.TE R T74SL� •a-rl�:DrSTRt Pxsrtot-1 8 3,-7 FT. ►tlCET. LEAo=HWe= PIT; 83.3 FT, SWAGE DISPosAL SYSTEM n L_E_Ac=W I06 P►� DE516J...1 GR(7t_- �l� �aL>= : �14" I e a DIM��►ou A 8 FT. D 1�vl EI�tS t o+_t B 4 FT. D I M t=t_I SIGH J C 94.7 F=� jT �-GAPe AC=1=:�1�L LA JJT wc>w E 1 L LOG � e�Evni ¢_ l_ 5TcTorA L EsriA/IA-rED Flew336 6AL• �AAY Se I L "TEST N I So I L IT=T- I J t'. nv r, wumeE ' of LJ�A41irJ6 PrrS I �L= PFI,Co'. 1=L DATE of So►L"T'E- AAAf­i4 13, 19t34 SIDE L A-_i-t:iu6 R PIT 150..8 5c:4: Fr, 70N.11- PeSuLi-5 chaseR./aD a,�( aLbDL fl6.= /JAmF31 o-2"t LOAM e� @aTTMM LF-A--H i r-r6 PRAT l•13.1 Sq. FT. su2Soi L C1=QroLA-no�1 PATE Nt- I L_ISS M/u ToTiRL LEAcH t N 6 Ik A v 5.9 SCE. PT ° PE RmLA-no 14 P,-�71= Act 4 1W6 'A FA �3 9 .54, %Lv- 5 McDr.�l�t 2.0 n• s�o er roPfwEr. I L -f>!sT kr_ P- 30-7� 1M� jH OF/ygss9 Ail��atn LoT F QA IJJ Prow D��.iE 51- I<L' . F44L La � �L1J5 Sc�e��i 1_JL� i rJG. * mm EL- 7-7.Co LLa MV jam ET L�a►.JE, c�E2�/�J LE, MASS ♦ter tJo GRcx-%r..ID wA'r>=R a�_IccuF..tT� -TEST r 4�0 Sutr � p' �Pouue wAn *-. e 'T4.ea (WEA sl,DAI- 4 r_• JcoF3 u �: 84- S I �T �1. of 2 �I 4 - 98 -- EXISTING CONTOUR X. 100.98 EXISTING SPOT GRADE Roue r Ben chmprk Set W EXISTING WATER SERVICE TOP OF SONO TUBE EXISTING GAS SERVICE u � EL.=88.81 (Assumed) G LOCUS s co UNDERGROUND WIRES 2a10 TEST PIT Q. 0 Ch BENCHMARK ° o. < \ S 6`3Q� 0 4 8 LEGEND R \ et86.46 a P o } TP-1 \ ° \ 9 Bumps River Rd all o 87,14 D� �,pc � TP-2 LOCUS MAP 0 IEXIS77NG {'f NOT TO SCALE HOUSE 38 1 G I BREAKOUT SETBACK� L.- 8,6 GENERAL NOTES: 9 93.3 G� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8 1 vCgr� BOARD OF HEALTH AND THE DESIGN ENGINEER. �2• 7' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DECK /�IQ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE G I C 38 / 9.42 x x 90.81 LOCAL RULES AND REGULATIONS. GARAGE 94 9 J 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR x 5 ��� / 90, ,' R �� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 9 94 'C��\ ,'p ��\ DESIGN ENGINEER. r �Q' �' POTENTIAL STRIPOUT 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 5.19 ��'G� ` �.'�;<� ,�Q���V � �� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Q., SOILS TO BE VERIFIED AT ENGINEER BEFORE CONSTRUCTION CONTINUES. ,Q��c�;'� ,� h TIME OF INSTALLATION. �0 94.71 �CI �� Qj +<0 STRIPOUT TO "Cl" HORIZON 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. etK f AS REQUIRED (SEE NOTE 11). 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF o 6.09 LOT F 94.87 PAVED I 2 71 / THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. '61, DRIVEWAY PROPOSED S.A.S. 9 e 1\5 907± S.F. 92.05 x� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. d' qq I ,92 11" ADS BIODIFUSERS MAP l 88 -- .� 5 ROWS OF 3 UNITS 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. EXTENDED 0.7' W/WEDGE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 98.698 49 \ PARCEL �� 95.68 94.0 +, 1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 94.83 �. 93.73 DIRECTED BY THE APPROVING AUTHORITIES. 99,24 \ EXISTING SEPTIC TANK 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY � 95`9 �9 TOP OF TANK. EL.=93.10 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �� 4 CONSTRUCTION. 98.79 99.09 97.69 I NV.(OUT)=91.77t 96.70 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS R,31 96 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND d9P Off, -- _ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). \' 98 EXISTING LEACH PIT 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ca ch basin INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.RrM=100.00 99 77 TO BE PUMPED, FILLED W/ ---- 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND SAND AND ABANDONED IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 700, 100 . 1101 , 100. �0 0f M \\ �, 6 as. Q�L 101.05 s?o 0 6 8 �P� s9� PROPOSED SEPTIC SYSTEM UPGRADE PLAN "o 6p y s PETER REE G 38 RAINBOW DRIVE, CENTERVILLE, MA O � CIVIL f "' /A� No. 351009` OWNER OF RECORD Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 102.12 /O RFG/SZE�� �� VEO REALTY TRUST Engineering by: SCALE DRAWN JOB. NO. KATHLEEN VENDOLA-TRUSTEE Engineering Works, Inc. 1"=20' P.T.M. 264-08 38 RAINBOW DRIVE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. CENTERVILLE, MA 02632 102.59 \ � 4 6� (508) 477-5313 1/1 5/09 P.T.M. 1 of 2 w ti � NOTE EOUO THE PROO 4. 6FINISH GRADE SHALL BE EL88 " �f FOR A DISTANCE OF 15' AROUND THE -PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED SAS 21„ 6-4" POLYSEAL OUTLETS EXISTING INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.)t AND SET TO 3" OF F.G. 2" 2" t-4'" POLYSEAL INLETS F.G. EL.=94.5t F.G. EL.=94.2t F.G. EL: 92.0f F.G? ELi 91.6(MAX.) t. c N e O O Lq L = 21' L 11'(MAX) INSPECTION PORT � ; @ S=1% (MIN.) @ S=1% (MIN.) _ 2 00 4"SCH40 PVC 4"SCH40 PVC 6., TOP LOAD UNITS " 11 10 14" s 1.22' TO (V Top View • EXISTING 48" uQulo kINV.=91.60t INVERT Section LEVEL EXISTING PROPOSED Da�o INV.=89.20 GAS BAFFLE EFFECTIVE LENGTH = 19.5' �� INV.=88.92 5 OUILETS(MIN.) 5 ROWS OF 3 UNITS (18.8') + 1 CONTOURED WEDGES (0,7') INV.=89.37 EXISTING_ SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE RESTORE VEGETATIVE COVER BACKALL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS I NOTES: INV. ELEV.=88.92 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BREAKOUT=TOP ELEV.=88.62 INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.= 87.70 & OUTLET TEES AS REQUIRED. III III�IIIII<�11+- EXISTING SUITABLE 2 INSTALL INLETMATERIAL ) r 2.83' 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' MIN. ABOVE BOTTOM OF AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 5 x 2.83' = 14.2' 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE PROFILE INVERTS PRIOR TO INSTALLATION. ADJUSTED GROUNDWATER EL.=83.63 USE 5 ROWS OF 3-11" ADS IBIODIFFUSER UNITS + 1 WEDGE, SEPTIC SYSTEM PROFILE NO SEPARATION BETWEENI EACH ROW & NO STONE TYPICAL SECTION - 11" 'A N.T.S. N.T.S. 6.4" SOIL LOG �.. 34"----- DECK , DATE: DECEMBER 11, 2008 (REF-P#12,435) SECTION END CAP DESIGN CRITERIA ,L SOIL EVALUATOR: PETER McENTEE PE, CSE •gyp, �`b• (0 � � WITNESS: � DONNA MIORANI R.S. �� _ 0 IFFU UNIT NUMBER OF BEDROOMS: 3 BEDROOMS N � j HEALTH AGENT 11 STANDARD H 10 BI D SER T SOIL TEXTURAL CLASS: CLASS I ! ELEV. TP- DEPTH ELEV. TP-2 DEPTH, DESIGN PERCOLATION RATE: 2 MIN. 20 SEC./IN. _-________ " MODEL 11" STD. 86.46 0� 87.13 0,. 1 I FILL kk A LENGTH 76'� NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DAILY FLOW: 330 G.P.D. t _ �.� 4 SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY i N 85'•79 8" 10YR 4 L EFFECTIVE LENGTH 75" DESIGN FLOW: 330 G.P.D. I PROPOSED t A 86.13 / 12" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. S:A.S. I� SANDY LOAM g SIDE WALL HEIGHT 6.4" GARBAGE GRINDER: NO I 1OYR 4 2 OVERALL HEIGHT 11" t i /. SANDY LOAM ------ 10YR 5/8 OVERALL WIDTH 34" LEACHING AREA REQUIRED: (330) = 445.9 S.F. '__19 5'- S.I .S. LAYOUT 4' B 18' 4840 TRUEMAN BLVD 74 83.63 SANDY LOAM ADJ•GW 83.63 42" HILLIARD, OHIO 43026 EXISTING SEPTIC TANK: ` 1000 GALLON CAPACITY 10YR 5/8y . C1 CAPACITY 9 2 CIF 83,29 38 PERC (68.8 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED D-BOX:: 1 INLET, 5 OUTLET (MINIMUM), H-10 RATED C1 LOAMY SAND 48"/60" LOAMY SAND 10YR 5/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 ROWS OF 3 - 1 1 " (H-20) ADS BIODIFFUSER UNITS 78.46 10YR s/4 ? "96" 78.13 STG.GW. 108" W� NO STONE + ONE CONTOURED WEDGE (14.2 x 19.5 ) 78.13 C2 sTc.cw. ioo C2 38 RAINBOW DRIVE, CENTERVILLE, MA MED. SAND MED, SAND Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE 1OYR 6 .. 10YR 6 4 /. p / Engineering by: SCALE DRAWN JOB. N0. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 75.96 126" 75.63 138" g- NTS P.T.M. 264-08 5 ROWS x 19.5 LF/ROW x 4.7 SF/LF = 458.3 SF Engineering Works, Inc. PERC RATE 2 MIN.20 SEC./IN. ("Cl" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0,74 x 458.3 = 339.1 GPO MIW-29, ZONE D, WATER LEVEL=9.0', NOV 08, ADJ.=5:5' (508) 477-5313 1/15/09 P.T.M. 2 of 2 I -- f /1'//0 f003Lf3I c - Sep r R) ti TffZ DN i �,� _ W4 W4 W C Upholstered Bench R located' o Til 11� III O W n W4 I ON Q 7 NIC i I �I >j t I oKce. \ - x . .emM+eaneaame' mwnawe�--rwm�n :��wrvi,M';�xeerww.wwr,.,,. Is..-,d..•r--- .- •' mai* •,xtanwzwwnawnr=.;,,.�t_— ewe .am:.�.'ww.n+�r aa .wr:,ar,. _ nn'Anxncnas+ae�awusws.a+ex'wrrntea o. - �. a�wer���owmr=rweMr wwwr„_-xs* I\ 3 dV 03 d�1SK, �' o Possible location L un V W v n rUcal=doct I I Q y h 4 ryry1I11 1 A4 777, ig �IIII Deck = ue z ETR I � Ins011(3)New 1 314•x 9 1/4'LVLS N¢w isWg 1 O Kitchen : jj Bamboo �, I w4 O O 3/i 1 (4 � L1 I MARK A. NIC I WKENr7_rlE t° wq x 1z� Dining Room O 1, ETR 1 ,i,� tr i... 3 � I "I KEY w4 ® 6 I DN — — — J (c"�y .�i'r yC. ,�"� T •//V DEMO WALL 3'-6' * UP a— UP TONAL ' l I o EXISTING WALLS / \ NOTE:Provide New 200 Header over all New Windows r � ® NEW WALLS I I ad Exls6� I Vestib,le BL44n Wodewd—- Column tone with shelves �' first Flour Elev.4r E 0. I 01d EArsWq NoidHeader at doors and windows (z)�,o st—Steps Wth Project Name: 2x6(14oad.,Typ.)vra0 concrete case \/nnrdnln oClftP rP 1 Pot - F?__ n_e stone UPRainbow Drive Ha6 Wall I I %/% Centerville,MA office 02632 Bamboo I + 2x6(16"O.C.Typ) I I k�, � I C _ _ _ —— — — — — —I� Drawing Title: CL \ MIN.4'-0'LANDI L Proposed Plan/ I I I Bear New LVL on 2 —— —— — — — — — — — — — — — UP Existing Bearing 2 F IFbor It .Scale: Wall / IF[- r Elev.a.B -'� Varies - - - - - -- - -- - - - - - -II Drawn by: SS Checked by:MAA— — — — — — — — —— ——— — — — UP Date: 06/29/10 - - —— — — — — — ———— — — —I� REVISIONS - - - - - - - - — —— —— — — — II I I I. MIN.4'-0'LANDING L r rrr l Proposed First Floor Plan A2 Framing for Porch �IJ SCALE. 1/8 1-0 SCALE: 1/4" g 1'-0" J