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0051 MADDAKET LANE - Health
TMa:ddaket Lane 51 P 228 'PC 12543 ' ilo.53LOR — F�SI•CONS�• iiASTiNGS,IdN TOWN OF BARNSTABLE LOCATION S J M fl, ,+)(,e f J'ah 4 SEWAGE# 2009 - '-)9 S V4LAGE 6A�,evr u ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. c-f�g 4,;eLA r,41 . YZf 41#6 ag' SEPTIC TANK CAPACITY %SOU 1410 LEACHING FACILITY:(type) lit, lit, �^r (size) t• NO. OF BEDROOMS ff 3 OWNER N4 Q/dQ 7—oixaira PERMIT DATE: I Zj`Lao$ COMPLIANCE DATE: ( Z Zoofs Separation Distance Between the: f� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ale120 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 L'aching Facility(if any wetlands exist within 300 feet of leaching:facility). feet FURNISHED BY hag ✓fe,5LAC � V�� 7 '► i � ti • 4 r I 1l.o 32 . /TZ 4-o 27 v33 3y,u 13 2S 2 34 `S-3.2 tj ys.0 3 S 3cc•S A Yq,5- �'� 3(0, 0 Y3, S -3 �. S' No.,f: / FEE D D C®AMONWEALT14 ®F MASSA 14USETIS Board of Health, 0Q✓i'1Sfzt�� ,MA. APPLICATION FOP, DISPOSAL SYSHM CONSTRUCTION PERMIT Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) - XUomplete System ❑Individual Components Location 51 1Mad a q U&J- It Owner's Name Map/Parcel# / q Q —22 Address �F't q �- C vl Cer l-- /Q�Cf30el� Lot# Lam' ('y Telephone# Installer's Name itiJ}. �uJ Designer's Name -2� r"L c , An Address t�Q_4� �7 6 ee,4,a v,J�Q Ma- azb3 Address 2 CrrrsJ Telephone# ©Zg Telephone# &g 1--7-7--S;--31 nn Y Type of Building / S i OtZA�' Lot Size 2-61 sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building AIJA No.of persons Showers ( ),Cafeteria ( ) Other Fixtures MI A Design Flow (min.required) 33d gpd Calculated design flow 330 Design flow provided '34-7•F gpd Plan: Date Number of sheets Z Revision Date Title c � Ael V Description of Soil(s) Soil Evaluator Form No. /o��, dr+^^ Name of Soil Evaluator V-Qf-on 44 Pct ate of Evaluation la DESCRIPTION OF REPAIRS ORALTERAT NS lL y} The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place the system in operation until a Certificate oq Com fiance has been issued by the Board of Health. Signe Date 2!5 oOl Inspections No. i '7 915 FEE Board of Health, � Q�ri 5 w MA. DISPOSAL. SYSTEM STEM CONSTRUCTION..PERMIT Permission is hereby granted to; Construct(, ) Repay' ( (,)'''Upgrade( ) Abandon(. ) an indi«dual sewage disposal system at �� /' l ( d d [/..,A,, ` �U'-' / as described in the application for Disposal System Construction Permit No —" 95, dated Provided: Construction shall be completed within three years of the date of h pe_' i All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co:Boston,MA Date I I Jd�%oard of Health /00 No. CO S1, FALTH_or,,mAssAa4usETTT, Board of Health, A!'>'1S 4 6 LF, MA: + APPLICATION FOR DISPOSAL. SYSTEM CONSTRUCTION-PERMIT r Application for a Permit to Construct(,; Repair(.) Upgrade( ),'Abandon( ©(Complete.System: 0 Individual Components Location 51 mad aka UL,) t n -f�i Owner's Name Map%Parcel# l Q. 2 Address r 4 aCi�d'<1?<- G s Lot# Telephone# Installer's Name Designer's Name � ^ c "&0 C rIA �nC. Address arj7C -76?j tn# of j(Q iV)f4 UZi✓"3 Address / GJ• CPo1J{'t)e ./�e� tz a� Telephone# �U �'ZIF U/!ZZ Telephone# Cf y--,4-7.7-,.3 31 Type of Building �Ze 5 r 6t QA �' Lot Size �/47 Dwelling-No;of Bedrooms Garbage grinder ( ) Other'-Type of Building IVIA No.of persons Showers ( ),Cafeteria ( ) Other Fixtures All A Design Flow(min. required) ,S-Z>j _gpd` Calculated design flow U Design flow provided_3 4' gpd ` Plan: Date I Number of sheets /R/evision Date Title r7t�a a•-e r,( -StP ' J Vr_S f t�41 ZJr� r,,cot MC(a Dt e"tee-'- (A , C•e✓►}me-✓ j t e, ►�(A Description of Soils) / to'my Syd yC:' 25• ry� ZO ' /�?G� � at NU �`"7 Soil Evaluator Form No. o,,r,� rr' Name.of Soil Evaluator Vkrbnl . t"�G Date of Evaluation )0 � 9 DESCRIPTION OF REPAIRS OR ALTERATIONS r S vo �� . . ���' Sz��! t r 'l A, 4 7"3 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and t further agrees to not.to place the system in.operation until a Certificate of Com fiance has been issued by Board of Health. AN Sign Date Inspections ,4 No. .- '! FEE /Q U COMMONWEALTH OF MASSACHUSETTS Board of Health, ��G e i o f7r,� MA. CERTIFICATE:.OF COMPLIANCE Description of Work: ❑Individual Component(s)' ©1\omplete System The undersigned hereby certify that the Sewage Disposal.System,. Constructed ( );Repaired( ),Upgraded ( ),Abandoned ( by: has been installeSL.in accordance with the pr, isio 'of 310 CMR 1.5.00 (Title 5)'and el •pproved design plans/as-built plans relating to application 5 dated ( 5 Approved Design F ow (gpd) Installer I' LL ! . 1 ry e �d) 0 Designer: G"t��w r� f t� i t ` Inspector: T/llln �-�%i6� �11 D�: v r Wit - I Irk - The issuance of this permit shall not be construed as a guarantee that the s)Vem will function as designed. 12/03/2008 05:48 5084775313. ENGINEERING WORKS PAGE 01 1 Town of Barnotable *gWatory Se>vices T i6mas F.Geiler,T irector ` F a bIk H:eoith A ision Tomas McKean,Director Z®B lain Street,$yannhq MA•02601' 0 3ae: .509462 4644 Fax: 508-790-6304 -e.. s. ner Cier Won orm i xte: 12 .Z d sevv tlo Per d Oo� �s®ox;or,s Mapl�0re. l d _�� I� A 4Le r c hnstallepr: V ! C-4-t Adder: lam; Cris Addresbl: G i d 6X 6 _ _ CZ-6 51 s �-Pei On_ l L Z5 2�ci ' was issued a permit to instap a . ' ., So wn by based on a desi at� dated !1 (�d (desipsr) A— I 'that*0 sepb ' Oystem referenced above w ' installed stibstt r ' ordu to . , virlucb tatey� che m}nor approved ctes'such as lateral to con ot$e box and/vrisieptie I 1 fY that the;septIO systM re arenced above w installed with miaj c s 1�a8gn 14'=by)dos oeWon f the SA3 or any ertical relocation of y c#mpo sent .sit in accar once with State �Ocal Relations, F rovisicn or -bualt ,gner;td follow. 4ySN OF.94q $a PETER T. o MCENTEE ea civil. to No.351o9 O I TV. ` ss/OVAL ENS' e s +t 's igrtatttre) (Affix!Designer's Here) N CgMrUA= WILLNCIT OF, A Q'HoMbSWdolDes4pw Cartifleetion F�.m 3-26-04.doe i i Town of Barnstable P# � Department of Regulatory Services pFIHIE Public Health Division Hate A&#-Oz� 00 Main Street,Hyannis MA 02601 aawsrreer.e, AM ED MAt Date Scheduled VTime Fee Pd. Soil Suitability Assessment for Se age isposal Performed By: 32pQ-r to. Witnessed By: ✓ L..r.. liiiri.iir.:....... .r i... ...I :ld!iii i!!il!iiii L:!:;:!:!L'.':: ,,r.:k ! I I _...:.............1.r.v................ .._L.....aa.,................ :. .. ._ .. 1:,[..:: .. }. ,:. v,:!i l.r..r..._.......... ... ........................ t:: .. .. ......,. ,,...._.... .I. :,:I::I,y:,:1.:::::�s.:.:..........r......: ...1...... :!:T... a .,. ......,.4u!......,.Lt...dL...:... .......I,L..i.l.aan,.n.r� ...,..,_ ...........:::..:.....nr.�.:,..m,:....:.v_nur..v.mrl,:,..nq',.L.�..:::,.u.:'�l�,�i .....r. Location Address 5, VA\1-111AUV.e. Owner's Name N i Uw�� N.� Address �'•a rc Assessor's Map/Parcel: ��i b ` -Z L t% Engineer's Name �� n 5 t. C U.� Ic"nE NEW CONSTRUCTION REPAIR yC Telephone# Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) r b r Parent material(geologic)06 i A-14 In 1 ,OcAT+� Depth to Bedrock /� Depth to Groundwater: Standing Water in Hole:�,�P Weeping from Pit Face /-A Estimated Seasonal High Groundwater ,..::,.::..�.:,.:t ;!::::!_;:!-;!1,:x!:I:..:,,;.!:,!..:::,:.�;,:I:;::!!!:,,;;!::,:,,,!!!;!'!:::::I:,:,::,,,,..,.:;:,;;;,; h:J.!..:r..:.:,;;':..I,il. L..�.,•.1_.._r r..,....,..,:r rr.a i. ..:i.rli r.P.....r..t...::il.i....!Ir.ii....:.i!F.,....:ff.....,.:r.,..l_......r.. .ir.:::::..I li:.,...i.,I.;i.rrr..i,.:........M:.r.:I:......_,:.I.,.Iii:r....... ., II.... .. .I....:.........I...,....r:.... ..... .!. '!,.. .'... ::........�.S1a',:.. ..' '1;: :F.!.,,i!�. ..!::! :.I;,I ra!','v:,:,r r.. � .:.::�.r.......r...r. ,..r:. ._.. .. ._ ...: .. ........... ... "�y u�i!":i�'Iii e!i��l'`!:';r::=!(�!! ,...r..,..,._:_...._.r.......an,.. ... .. ,'�;y �...r r. ���al:L:� ..���:..::: ri�7!��,�k•.� !. I�i�"i':_ .L�:^ ,:.��� ,..... ... ,.....r._......i..................r.... ......................�......'..... �.............:. ............... ..........._.. ...... ...... ............. .......r,:.:,.:::::::.1'„r.r::.,.,:.,..r..r.,.:.....urr,:r,:::r::,::,.:I,::r:::1, :::r:u:r::.....,.,......,.,..._...........1....6.,.,....I.,Iii:LI;::I ..............:.............a,,..rr...r.r...............,..r..Lr............r..r........r......,...,..,.........................,,...,,..,.....:.r_.,...,r,..r,rr„r:r......,,rr..r....r...r....rr.r.............r..........,,r Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ Nil :,?!y_,^.. ... •.,:..!:a!:::!:n�::�:::::::_.:':':.r.:c::.::t:::.:::::::::1::::!�.:::!;,::i.::y _.:.. ...r...rr...,..._..n...v.r............ri rli.. r..,...!_:u.r.r.r`_._r..l r.....!,Ivl....._r,........ ... ...... .: r"..,.....,_:,.v.r..i r.:.:........._...u......L,...t. ., ....nr............_....-,....t. :..: ,.:MAY ... ,.... ,... .,.... ::.. ...,,,,.r......_........ .,,r...r:.a.L.:-:::::.:,a::_:r:::,.,._:....r._,..,r_r............., .. ... ..._.... .. ... ... ......t. ... I! .........._:__...._..L........r_.,................,_..:...... ............................ r..............,.r.!._r...... ... ... ...._... r..r: ,:.r. .... ...,...... ... ,..:.-::;...!A:.ra::::!L...... .........r.............r.,............................. Ie::!:::::::..:......�..._L...._r.�IrtY�i!!!!;::,:.::::.:.....,....r......r!.�...; ..r........v........:........ r ......L.....a......rn..l IL. L_L.(.1.1!i.....vir.......ra._v:a..d....Ln � .. .:��.�i.���...�Ya��....: ....... ...........r.:......:..:..r.r.r,I .. ...:......,.II ...............:r.._r......................�......._ .,......�......._......_......_................... ...._::!:::_:::,.r...:,.......,..... •�:.::.:r_. .::,.!:! lr..:.....:......r..rr..!.........!..r....r.....r...r..r...'.5...............-...:._,.....,._.......r.._.......,.........,..:_.. ... .....t..........r Observation Hole# P Time at 9" Depth of Pere C� Time at 6" Start Pre-soak Time @ %Q' Time(9"-6") End Pre-soak Rate Min./Inch r A LC..1l Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/1) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- Q:HEALTH/WP/PERCFORM I :�.i:::::.`:::::::::::::::::i:<:... �. � ...: .'..� :?�.: ::i:SSi?'i:? :i:2::;::i:f;: ::: .:'•i ::i•i::.i.i�.:i:iii::.ii::i.:is Y:•::�:::ii..i:: Depth from Soil Horizon 'Soil Texture Soil Color , Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. oGraye I A V(-Ab 3"4*0 !a y,a 61. aU�„ -:f ., ' Z ' A-7 4,1A) P ::..:::::.:.. ................ .. ...................... ............. :.:::.:::.::.:.::::.;.....,..........DBE ..QBSE1tV�?i,'T�QI�i H. .::�E< `: :': �` � ;;< "� : :�%::•;.:>' <::':.::<;<>>�"�<:' '<? > »<'''<�'_'<!'<: Depth from Soil Horizon Soil Texture, Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 OtA�A [-s . � 40 C m --Ape--p /t) ya;� �r!� � �-. v r . Consistency, Gravel) - Depth from Soil Horizon Soil Texfure Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % i� P<OBER . . . .. . I.H.. .LE:LQ.G.....................Hl�.#...:.......................................:...... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Gravel) Flood Insurance Rate Man: Above 500 year flood boundary NO— Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least foul feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y If not,what is the depth of naturally occurring pervious material? Certification I certify that on �_ (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection-and that the above analysis was performed by me consistent with the required training, xpertise and experience described in 310 CMR 15.017. Si'gnature �` Date /a .._.. A oFIKE ro Town of Barnstable Regulatory Services • BARNSfABLE, y MASS. �+ Thomas F. Geiler,Director �A ibJq. ,m Tfnr,�.ta Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4024 Fax: 508-790-6230 November 20, 2007 Marcio &Nivalda Teixeira .63 Mulberry Street Hyannis MA 02601' RE: Illegal Apartm :__51 Maddaket Lane Centerville, MA 02632 Map: 190 Parcel: 228 C� Dear Property Owner This letter is to inform you that you currently are in violation of Barnstable Zoning Ordinance 240-13. You must contact this office by November 30 , 2007 to arrange to bring the above address into compliance or be subject to fines of no more than $300.00 per day of non-compliance. Thank you for your attention in this matter This property must be restored to a single family home.. By Order, Linda Edson Amnesty Zoning Enforcement Officer Building Department Qzoning5 t i ECOJECH Environmental www.eco-tech.us THIS FORM IS A FACSIMILE OF THE STANDARD SEPTIC INSPECTION FORM ISSUED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION(revised 6/15/2000) TITLE 5 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 51 Maddaket Lane p Centerville 01� Owner's Name: Martha Wadleigh Owner's Address: P.O.Box 418 Centerville,MA 02632 Date of Inspection: July 2,2004 Name of Inspector: (Please Print) David D. Coughanowr,R.S. ASSESSORS MAP NO• Company Name: Eco-Tech Environmental PARCEL NO' Mailing Address: 43 Triangle Circle Sandwich,MA 02563 Telephone Number: (508)364-0894 CERTIFICATION STATEMENT: I certify 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 the inspection.The inspection was performed based on my tra&g and experie ce in the proper function and maintenance of on-site sewage disposal systems. I am a DEP ap&tovecsystem i spector pursuant to section 15.340 of Title 5(310 CMR 15.000).The system: v� X Passes R_ Conditionally Passes r �r o Needs Further Evaluation By the Local Approving Authority i zn Fails CZ; c:a sp"or's Signature Date: 21 2D0� The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority NOTES AND COMMENTS Inspector's Note—> A septic system is deemed to pass this Real Estate Transfer Inspection if it does not trigger any of the failure criteria listed below. The septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of.system longevity is made or implied by a passing determination. ****This report only describes conditions at the time of inspection and under the conditions f p Y pe o use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 INSPECTION SUMMARY: Check A,B,C,D or E/ALWAYS complete all of section D: A] System Passes: Yes I have not found any information which indicates that any of the failure criteria described in 310 CMR 5.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B] System Conditionally Passes: 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. Answer yes, no,or not determined(Y,N,or ND). in the_for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not),is structurally unsound,exhibits substantial infiltration or exfiltration, or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or breakout or high static water level 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 Board of Health). broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced. ND explain 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 the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain 2 Page 3 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 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 public health,safety and environment. 1 System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,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 any)determines that the system is functioning in a manner that protects the public health,safety,and environment The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**.Method used to determine distance **This system passes if the well water analysis,performed by a DEP certified laboratory, 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,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form 3)OTHER. I 3 Page 4 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha.Wadleigh Date of Inspection: July 2, 2004 D)System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: I have detennined that one or more of the following failure conditions exist as described 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. yes no X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped X Any portion of the SAS,cesspool or privy is below high groundwater elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well X Any portion of a cesspool or privy is within 50 feet of a private water supply well X 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.(This system passes if the well water analysis, performed by a DEP certified laboratory, 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,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form) No (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore,the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E)Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 well. If you have answered"yes" to any question in Section E the system is considered a significant threat,or answered "yes" in section D above the large system has failed.The owner or operator of any large system considered a significant threat under section E or failed under section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 Check if the following have been done: You must indicate either"Yes"or"No"as to each of the following: Yes No Y _ Pumping information was provided by the owner,occupant or Board of Health. N Were any of the system components pumped out in the last two weeks? Y _ Has the system received normal flows in the previous two week period? N Have large volumes of water been introduced to the system recently or as part of this inspection? Y _ Were as built plans of the system obtained and examined?(If they were not available as N/A) Y _ Was the facility or dwelling inspected for signs of sewage back-up? Y _ Was the site inspected for signs of breakout? including Y _ Were all system components,exeluding the SAS. located on site? Y _ Were the septic tank manholes uncovered, opened,and the interior of the septic tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid, depth of sludge and depth of scum.? Y _ Was the facility owner(and occupants,if different from owner)provided with information on the proper maintenance of subsurface disposal systems? For information on the proper maintenance of subsurface disposal systems please go to: WWW.ECO-TECH.US The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Y _ Existing information. For example,Plan at the Board of Health. Y _ Determined in the field(if any of the failure criteria related to part C is at issue,approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a—No plan on file at Health Dent. Number of current residents 1 Does the residence have a garbage grinder(yes or no): no Is laundry on a separate sewage system(yes or no): no :(If yes, separate inspection required) Laundry system inspected (yes or no): n/a Seasonal use(yes or no): no Water meter readings,if available(last two year's usage(gpd): 147 gpd Sump Pump(yes or no): no Last date of occupancy: current COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow(based on 310 CMR 15.203):: gpd Basis of design flow(seats/persons/sqft/etc.): 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/use:- OTHER: (Describe): GENERAL INFORMATION PUMPING RECORDS Source of information: System last pumped in September 2003 (Owner) Was system pumped as part of the inspection: (yes or no) No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM: X Septic tank,distribution box, soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes, attach previous inspection records,if any) Innovative/Alternate technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe) APPROXIMATE AGE of all components,date installed(if known)and source of information: Age: 26+years Certificate of Compliance issued 8/11/77(BOH permit#77316) Were sewage odors detected when arriving at the site: (yes or no) no 6 Page 7 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 BUILDING SEWER_(Locate on site plan) Depth below grade: 2 ft Material of construction:—cast iron X 40 PVC_other(explain) Distance from private water supply well or suction line 20+ Comments: (on condition of joints,venting,evidence of leakage,etc.) Sewer is vented through roof and appears structurally sound with no evidence of leakage or backup into dwelling_ SEPTIC TANK:Yes (locate on site plan) Depth below grade: 2 inches Material of construction: X concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal,list age_ Is age confirmed by Certificate of Compliance_(yes or no):_(attach a copy of certificate) Dimensions: 8.5 ft x 5 ft x 5 ft(1000 gallon) Sludge depth: 3 in Distance from top of sludge to bottom of outlet tee or baffle: 31 in Scum thickness: 1 in Distance from top of scum to top of outlet tee or baffle: 9 in Distance from bottom of scum to bottom of outlet tee or baffle: 14 in How dimensions were determined: Probe to ton of tank Comments: (on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Pumping not required at this time but maintenance pumping is recommended every 2 years Liquid level at outlet invert.Tank and tees appear structurally sound and functioning as intended.No evidence of leakage in or out GREASE TRAP: none (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: (on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 51 Maddaket Lane . Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 TIGHT OR HOLDING TANK: none (Tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction:_concrete_metal _fiberglass_polyethylene_other(explain) Dimensions: Capacity: gallons Design flow:_gallons/day Alarm present(yes or no):_ Alarm level:_ Alarm in working order(yes or no):_ Date of last pumping: Comments:(condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX: Yes (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: at outlet inverts Comments:(note if box is level and distribution to outlets is equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.) D-box appears structurally sound with no evidence of leakage in or out Effluent level at outlet inverts Some solids in tank. PUMP CHAMBER: none (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.): i 8 Page 9 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2,2004 SOIL ABSORPTION SYSTEM(SAS): Yes (locate on site plan;excavation not required) If SAS not located,explain why: Type: _leaching pits,number _leaching chambers,number _leaching galleries,number _leaching trenches,number,length X leaching fields,number,dimensions I (18'x 23') overflow cesspool,number —innovative/alternate system Type/name of Technology Comments: (note condition of soil, signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) Soils above leaching field appeared unsaturated. No evidence of surface ponding breakout,lush vegetation or other evidence of hydraulic failure was observed. An observation hole dug into leaching field stone showed no level of standing effluent or effluent contact staining. CESSPOOLS: none (cesspool must be pumped at time of inspection)(locate on site plan) 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(yes or no): Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.): PRIVY: none (locate on site plan) Materials of construction: Dimensions:_ Depth of solids: Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2,2004 SKETCH OF SEWAGE DISPOSAL SYSTEM: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100'(Locate where public water supply enters the buildnig) LEACHING FIELD LOCATIONS A ; B 1 22 ft 15 ft 20 D-BOX 2 30 f t 27 f t SEPTIC TANK o A B EXISTING DWELLING # 51 W Z J W W 3 I MADDAKET LANE NOT TO SCALE 10 Page 11 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 51 Maddaket Lane Centerville Owner: Martha Wadleigh Date of Inspection: July 2, 2004 SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to ground water: 10 feet Please indicate(check)all methods used to determine high ground water elevation: Obtained from system design plans on record-If checked. date of design plan reviewed X Observed Site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of health-explain: Checked local excavators,installers-attach documentation) X Accessed USGS database You must describe how you established the high ground water elevation. A test boring was dug to a depth of 4 feet below the bottom of the leaching field without encountering groundwater. Applying a groundwater adiustment of 3.3 feet(Index well SDW-252 Zone D,Mav 2004 reading=47.2)demonstrates that the leaching field is above adjusted high groundwater.Barnstable GIS department records indicate that property is 10 feet above groundwater table. 11 m TOWN OF BARNSTABLE �� SEWAGE LOCATION .�/ /I/14�QQi47� i` G���' VILWAGE CJ5 VlLLE ASSESSOR'S MAP & LOT/Q i INSTALLER'S NAME & PHONE NO, SEPTIC TANK CAPACITY 1404 LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL O UBLfC—WATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No off' vs� O f - LOrCArt10N SEWAGE PERMIT NO. VILLAGE INSTALLER'S NAME & ADDRESS B U 1"L D E B OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED f �/- 77 0 NAM 0 O ENDE ! f BAR 76460 TOWN OF ADDRESS OF FFEND it I be Y ' ,,.5 BARNSTABLE CITY,YAT.ZIP CODE r� p p(00 1 pith►q,. 1 w} Y MVIMB REGISTRATION.NUMBER NAN IAlSRLF.p OF i` - f M y � `�t /1 W " f� J 7iI4°(A.0. .ayv .e 1 1 1 r f, Cr LU TIME AND DATE OF VIOLATION OCATI F VIO AT ON Z NOTICE OF (AM )ON ° 2 11 k A. Y'V(�� a VIOLATION SIGNATURE �ENFORCI GP � NGDEPT. BAD N0. � ►� U o OF TOWN I HFREBY ACKNOWLEDGE RECEIPT OF CITATION X 0r LU a ORDINANCE ,;Unable to obtain ig re oo ender. THE NONCRIMINAL FINE FOR THIS OFFENSE IS S J Date mailed LLI W OR YOU HAVE THE FOLLOWING ALTERATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL d DISPOSITION WITH NO RESULTING CRIMINAL RECORD. N REGULATION (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, W before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Bemstable Clerk,P. Box 2430, Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST RNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature ._. NAME N✓ 1 _ J /_f _n®R. W M o TOWN OF ADDRE S FFEN ER BARNSTABLE CITY,S T,ZIP CODE to i `PPS '.; dFiHE► MV,IVM�" REGISTRA ON NUMBER AX\ ¢.� OF E �J"1r r� 170 I v Cis' .C. a♦,�„')v!G� L,. a MASS. ,I" f W W TIME AND DATE OF VIOLATION - LOCAT ON F IOLATI N NOTICE OF (A.M. ),ON 20j .rs"' SIGNATURE OF FO CI G P S ENFORCING DEFT. BA GE N0. w VIOLATION µ; } / c OF TOWN ,. g11HfURjEB ACKNOWLEDGE RECEIPT OF CITATION X aORDINANCEable to obtai ig ate pf� der. " C�' THE NONCRIMINAL FINE FOR THIS OFFENSE IS i Date mailed LU OR YOU HAVE THE FOLLOWING ALTERATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. W REGULATION a (1)You may elect to pay the above fine,either by appearing inIn person be or ytweeri mailing8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, y t Hyanni,MA 02601,W TH he Barnstable N TWEN 200 ein TY--ON,E(21 DAYS OF THEDATE OF THIS NOTICE.money order or postal note to Barnstable Clerk,P.O.Box 2430, a (2)If you desire to contest this matter in a noncriminal proceerL'ng,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET ARNS ABLE;MA 02630,Attu:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature NAM OFPRYD6.R H .7eI . �eiya... BAR 76456 TOWN OF ADDRESS OFOFFE DER BARNSTABLE CITY,ST TE,ZIP CODE A yF 1 ►qk, MV/MB REGISTRATION NUMBER OFFENSE + LLi 11— rED 39. C, { LLI TIME NO DATE OF VIOLATI K; - �1 r LO ATION OF VIOLATIO Z LLJJ NOTICE OF (}( A.14./ P.M.)ON J 1 20 �"' JIMIIA 11,P JaAde. eigofewAl E VIOLATION SIGNAT IOF=NFRCM RSN f �IGQRf�INGDET. BADGE NO. w :t ; r '�� CD OF TOWN tLU - 1 HEREBY ACKNOWLEDGE RECEIPT OF CITATION X a ORDINANCE tA Unable to obtain s'gnatu a of ffender. ►< THE NONCRIMINAL FINE FOR THIS OFFENSE IS sa, J Date mailed w OR YOU HAVE THE FOLLOWING ALT RNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL w a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. uu REGULATION 1 You may elect to a the above fine,either b appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays 9FIRST UJI before:The Barnstable Clerk,200 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O. Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. a UNSTABLE you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMEN UNSTABLE DIVISION,COURT COMPOUND,MAIN STREET BARNS TABLE,MA 02630,Attn:21 D Noncriminal Hearings and enclose a co citation for a hearing. i (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature Finc THE COMMONWEALTH OF MASSACHUSETTS PLAR— BOARD OF HEALTH ication is hereby made for a Permit to Construct (A or Repair an Individual Sew g isposal yystem at: Address 73 (�,6crD�t�bo6ou�or (�� Dosing tank ( ) ~~ Percolation Test Results Performed by-------------------------------------------------------------------------- Date.------------- � Iest Pit No. l----------------niootcyyc/inch Depth of Test Pit.................... Depth to ground water-------------- � Tost Pit No. 0 Dt5cription of qoil-------? --- ---------- - ----------------- -----Iii ----- -------- ------------------------------------------------------------ "_g _—.--.------ -------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable----------.-------------------------------------------' --'-------------'------'---------------------------------------- � Agrecmeoc: The the uforcJcocribc6 Individual Sewage Disposal System inaccordance with the provisions of Article %Iof the State Sanitary Code— The undersigned further agrees�not mplace the system in operation until a Certificate ofCompliance has b Si ---------------------------------------- .. _— Date | Application Approved Dy.— --�------'- '_ ��--�''�_ _���__ Application Disapproved ' �~ � ^^ Date6nt6o reasons:—_—''--��--------------------------------------------------------------------------------------- ___ 9,344... ........X ............ THE COMMONWEALTH OF MASSACHUSETTS . 2 BOARD OF' HEALTH x : _ ©. ...` ---- OF........ 1 $ti+' /.> ' ' ,���Iirtt#g��t 'fur ��,��u�ttt`k .>axk� Cnntt,��rttr#inn �rr�ti# Application is hereby made for a Permit to Construct 04 or Repair ( ) an Individual Sewage Disposal Y j g � cLt /o 7 •- ---- jor �q ---f ............. --- -- ,, '1Ic------ - , ;�G , -M-.................................... ----... ' !GJ:G!-Y/4y__--- •J �`-a!Tfr T',�/ . t Owner Address j y a .............. = f --. ----•---------------- --- ---•••-----•--•----- rInstaller Address V Type.of Building "" : _. : Size Lot... feet -� Dwelling—No. of Bedrooms______ ________:_ -:_--Expansion Attic ( ) Garbage Grinder ( ) pa, O—Ch& hype of=•,Building..---=_--:------------------- NO. of persons'' r -. Showers,( ) —`Cafeteria ( )F p, ,. d Other,,, Lires =---------------------- -- W Design Flow_...,:_________... __________ gallons per person per day. Total daily flow_._....a ©' ---.--.....gallons. WSepjc Tank—Liquid capacity j _gallons Length................ Width.......... lliameter•_-_. :: :..:-__`I)ehtli . .___-.---- x Disposal Trench—No........:._........ Width....J..e--------- Total Length----- ------- Total leaching area.....y//----sq. ft. Seepage Pit No........ Diameter ________________ Depth below inlet.................... Total leaching area-----.-_--...__-_sq. ft. z Other Distribution box ( Dosing tank(' ) ' Percolation Test Results- Performed by....... .. .........:_--_-__-__-______--_-_--____-_ --_____Date.+ i ---- - ,� Test Pit No. 1________________minu°te's per inch Depth of "Pest Pit-._-_...__-_______-- Depth to-ground water] w Test Pit No. 2----_......... t111tt3tes per. Deft f Test P it. .._._. Depth to ground water--_.....__--___---..... Tel /6` 14 O Description of Soil-------��� ` ----------- U -- = 1 rye �� � `��I �_.3_..f`r��QW. -��------- -------------------------------------------------�.:_jo. .--- -�T w UNature of Repairs or Alterations—Answer.*when applicable --------------------------I'll................................ _____________ ______________ ---.._.--___ " _..._._.-.._ -.-•_Y_ Agreement: lr The undersigned agrees to install the afore'described'"Individual Sewage Disposal System in accordance with the provisions of Article XI. of the State Sanitary Code'= The undersigned further agrees not to place the system in operation untilia Certificate of Compliance has b tad y the boar health. Signed.._ --- ------ ------ t /f ate Application Approved BY. =�j/ �/ 'i ' .. bate Application Disappro�.ed for t1i.e following reasons.:.�..._..:. _. -••- ....... " •-- •. ------. ------ -------•-=------------<.:--------- r. Date Permit No.........................--•-• Issued . r_.... - - - ---- -- ,-- F " Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 5 , .... ... ........of...... � `� L-............................ tfir�ttf rf f� rMvItttttrr Ju THIS IS TO I?TI , Tliat e n I iEt'tCak Sewage Disposal System constructed ( �Wqr Repaired ( ) by-----•-•--------------------------•-------------------------------------------------- - -------------- --------------------------------------- -----------•-•-•----------- taller S has been 11el in ' i h fhe t uns , I of The State Sanitary Code as described in the P application for Disposal Works Construction Permit No----- dated-..... __________.- THE+-ISSUANCE OF THIS CERTIFICATE SHA1:-I: NOT BE CQ.4;STRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCT16N SATISFACTORY. DATL AA................... ........•------_-•_-- _.___--- Inspector y. _.. ............................ ;�6��r, �� War ;r r ... -s u`�- +,., •, ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH / YOGtJ :... . ......... o F �"`� 'R+ ' 1 ► ........................................... r� No. FEE.......��'•" hereby granted_._.Permission ---- is* ttif - to Cons*t.4K i or R it ( an ndividual Sewage Disposal st/em ---------------------------------- "^ .p.,yN Street ti , as shown on the application for Disposal Works Construction Permit No........ . ......... Dated------_ PP P =-7�/�'------- �- � f DATE........ - -- --------------••---• V�4Q /����� N FORM 1258"'H0B BS & WARREN. I•NC.. PUBLISHERS n � : •• r 1` 2 W�.sw t� SOIL L 0 G `' _ 2 Ctv��E3 STONE. . / r3 � r.►•"o O u MET � � � as ��• y�� �'_ 4 C.I. DI ST. Box 92.00p 5' 1000 r •�� » ��IASNi ,Cy �JTdw1E` S �w S$,O r .. wass�2 1 GAL. SEPTIC 1" TANK _ 4 �EC•t�• ��'�, �1�fGC2 ��� , . 1 P 20' MINIMUM I FOUNDATION f SCALE: I"= 4' t ELEVATION SKETCH PERC. RATE: I SCALE I" = 4' TEST BY: TOWN INSPECTOR: .gliodoAeaeoo-)/ BACKHOE OPERATOR :,--+'.,rZt�S��" �eo�s•crr�'��� t y TEST MADE ON : .,,e�wodri L 2,, ?� i 1. icy F,.r p �,•:. I S Z�CcrCTd�Y�.'C`.'i .S��h✓/V 'pC1"Qq,✓ �O � �,�7 i Esc- GS v e�ue�t• q,� V•• �. P��jk{ OF MqS 1 �;�,'`.� e.ts'"r •�+r` '�.,,,•'.. � r�'� '� � ems' �o �14 OF ,L j 0 o RENWICK yN 1 CyG CHAPMAN v 4+ ! (ha O DAMES �. tau. 27654 H. F` 1 WISWELL v' • �o �ytica; �. -�y`-'"�� air ",,�'• - .. ^ suR�► Z _ ,_�. ,.J.`i• "-cam.--,+;...-�•.. ' _ • _ �, y Yl rB, 'pOQri-�'',r�'ip�l�'��'� � .L ars�FG.�✓i.otG r•�� 1 ". irk. \t 9� p4,✓'� t �� �� �..� •°r- a �� l a�" I ? �? .. ,. ...... - _ 1,;,,. APPROVED BY BOARD OF HEALTH DATE 19— ° ` ---10� -- - �X15T1tJC% ON } f 1 x u ELEVATION SCHEDULE } PROPOSED SITE PLAN - p I: INV. AT FOUNDATION = g3'SO a SEWAGE SYSTEM DESIGN 2. INV. INTO SEPTIC TANK 9L 4 3. 1 NV, OUT OF SEPTIC TANK l3• �S ' 4. INV. INTO DISTRIBUTION BOX i SCALE I' _VQ I 5. INV. OUT OF DISTRIBUTION BOX C— ISZ 6. INV INTO LINES = 9Z."t 1 CAPE COD SURVEY CONSULTANTS j ROUTE 132 , 7. END OF LINES = ca.(Ao HYANNIS,MASS. 8. BOTTOM OF BED = I , ft. 81_I0" Y,ety" 3,4„ 4'�„ - Y 29'" g,_44" S.". n. •A'sv pu arxx t�xa'�tw e....-A .. ..� .. GLASS GLASS GLASS GLASS GLASS ltXll }OXIS ]D%IS }O%15 2— 2tx]O 10'-10" g'1 i TEMPERED IP_54" 15'-eW =2'-C I " - ? BATH - S £ ., 3 0 m 3-0 SITTING + (- EXISTING 0 BEDROOM•2 - ® MASTER AREA _ .9 g . EXISTING DECK ` - - sri.... - BATH 0 SITTING AREA 1j s �•� O x t W - ' �-3" 6,-0" > 4'-8Hi '' i U ,__ OQ MASTER >; O 0 �x BEDROOM O M1 , n — Q "' S•c' o m -DE L NG L 1 o EXIST- BATH L �t U �• U r O r �J j EXISTING O Z a• - Q F 41 W n m O 1L DINING r> - t WIG ;fi• gF"' m m ® 0 m 0 - BEDROOM•3 cp _ N a O o C Q 2X10's m 16"O.C. , 1 LANDING �' O m O - O ®® �--[ABOVE) 0 M1 N GLASS GLASS A AF(. °'Q � � � - - E A]tX10 AltXlO 1tX20 10 NEW vLIVING n ,� - I .I °-a"ao-.• ' } AREA - .TGRAGE T EXISTING .EXISTING cuss,�'0Gv Gu.s, •Gems E - r- KITCHEN GARAGE _ _ ]oxs^ :OxIS . a v mxB ro 2oxls y _ . - -(A)PARALAM BEAM (B)PARALAM BEAM 34'-0° 24'-0" n 0 o NEW °d FROPOSED SECOND v O EXISTING _ w MUDROOM b - Q LIVING __ __________________�_ °d• /� . PARALAM BEAM, FLOOR FL2•"'!N n y o a GLA.. NEW WALLS _ _-_ - - O(, I ]-s• (D)PARALAM BEAM: •8'CONCRETE WALL .- `fl - Q •DAMP.PROOFING CSA ••°d' _ NEw - EXISTING WALLS =APPROVED. 3 0• EGK 4"POURED coNC SLAB KEY• .°d� ----------------------------------- FROPOSED FIRST FLOOR AN m . L R FLAN --__ ._. .�P 10°X22"CONC FTG-." ,e d ° d•e - "'1O" NEW CONC. WALLS ',•COMPACTED GRANULAR•, v ................................... EXIST. CONC. WALLS ---- - ----- _ _ _ FOOTING FOOTING DETAILS S CONCRETE WALL LATERAL EXISTING - UPLIFT ANCHOR BOLT AND + - EXISTING DECK � • - + - -- SITTING ' S8 " .'X3"XI/4'PLATE WASHER AREA - 2X6 PT PLATE SHEA _ - MAIN HOUSE SPADING .G. PAD EXISTING 2X4 EXTERIOR KNEE WALL OR SISTER NEW 2X6'.AT 16"O.C.CZE - .°de•.°d.•.°dee de.°L°' de. EXIST. EXISTING .° .° ® ,. •,..° •;.. °..• •,. BATH BASEMENTa a °dv °d•e edro °0' °de• de de de de•. EXISTING _ - ;. •;. ° ;. v� 3, FOUNDATION WALL -' BEDROOM EXISTING _ - ° t • - . `s de•°d�e•. d• de• .°de•°de de d•e .-d•e DINING - ®® Q TYP.NEW SIZED EXISTING S ° ', 6'-B°FROM END COLUMN AND FOOTING GARAGE OF PLATES C NEW 10'-10" NEW 9'-0" °de °de•°de•°a°•°d• EXISTING NEW 10'-8° 3'-6" °d a °d e °d e EXISTING GARAGE ••- .__._ _ e, a, KITCHEN °d,e °de• • °da•°d•e• ed_ jl5i_3?3?23 ii3i531':O tiiI3I e7�3,.2i33B§3i,355395'vi8eij?�22?553753;i,,i?:@-s?ei8?ee2b?leg 338�3?i?sl ACCESS EXISTING T-5" EXISTING I'-O° EXISTING l'-0° EXISTING l'-I' 5'-6" �o'•]'s' e - A ---------------------------- NEW EXISTING BEDROOM EXISTING EXISTING CRAWL R LIVING COVERED SPACE ENTRY TYP, ANCHOR BOLT SPACING TTP.5/5"ROD O AT 16"O.C. - EXISTING FIRST FLOOR PLAN EXISTING FOUNDATION }CLAN BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE da BROWN RESIDENCE ADD UPPER FLOOR TO /� %�� 0 ° �//��/ v���OO ° 06-20-13 JB • 2 F F2 v4"=I'-O" 51 MADDAKETT LANE EXISTING HOME. W 01 PURCHA5E OF DRAW ON DRAWINGS LEAVES PURCHASER RESPSIBLE FOR COMPLIANCE WI H ALL D)EXACT 812E AND REINFORCEMENTNCR OF ALL CONCRETE FOOTINGS (3)ALL CS FOOTINGS SHALL EMEND BE OW FRTLINE VERIFY DEPTH. F I" LOCAL BUILDING CODES AND ORDINANCES,AS DESIGNS MAY NOT BE MELD RESPONSIBLE FNST BE DETERMINED BY LOCAL SOIL CON-15 AND ACCEPTABLE (t)VERIFY STRUCTURAL ELEMENT.FOR DESIGN.SIZE P.0.CGGLY.".d (50B)494-9534 CENTER V ILLE, MA. 0I FOR SITE CONDITIONS OR FOR THE USE OP THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.vERIFY OESIGN,WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING CFFICIALS. UESI BARK TAD•c 01S6B' I . TYP.RIM Txlc HE.IDER ABOVE DOOR SELW1 'Ar Z J 1 o � <-2XIO's m 16"O.C. it op* in u (c \1 Y O 2X12 RG DD IDE TYP.PANGERS - BEARING WALL BEIt It IV LOW Tl-P.HANGERS O - y - --- BEARING WALL BELOW n NAW IF .0 rLS E SIZED 91/2" SIZED 91/Y' - - -- PARALAM BEAM PARALAM BEAM --I. - -- -- -- -- --- --- - -- 'Y - U' Z. 2X8's m 16"O.C. _ : r r N _0 0 i--2XIOs m I6°O.G.-3 •0Itt, J L� +� _ _ _ BEARING WALL BELOW -- -- -- - - =PARALAM BEA t-2XI ----- ----- ----- SECOND FLOOR FRAMING FLAN —T."CAP ROOF FRAMING FLAN CUSTOn TOPai RdIL - SIDMG a DO BALUSTERS j4'""CLEdR SPACE 5- ICE.WATER BEHIND NAILER_ ASPHALT ROOFING - AWMI W/FLASHING TOP OF NAILER CUSNAIL 12 ING STRIP Y� a �. - - ._ Ix DECKING _ _ Tans IT BEAn TOM TOP RAIL 15•ASPHALT PAPER. N FACT C4 Q _ ss THROW BOLT ro ExH Pos I/2°SHEATHING 14NJ C� I 6 us'..Is•o.c. wm+Tua s)d•DIAn.BOLrs. TYP.H2.5A TIES - ._- _- ...,• - _ • • TYP.JOIST HANGERS POST ANCHOR . IT NAILER BOLTED_. �_ DRIP EDGE - _ --• -- - a ��! W-3/A'LAG BOLTS N•O.C. R38 INSUL. _. 1/2"WALLBOARD c • _ _ -__ _ _ _ _- ?i.'a GRADE 5"GUTTER - IX3 STRAPPINGO.C. ® _ __. -_ •W e - - - I/2"WALLBOARD R21 INSULATION - _ •'Q - 1/2"WALL SHEATHING ;",0.l - _ - HOUSE WRAP OR EQUAL - - '•`•:•.:C:' • n - - - •'•�'1'. IX8 FACIA BEDROOM•2 qa ' SIDING 11� - - •B.• IX SOFFIT -T/G PLY. - - - 2-I/4"VENT 3/4" - NAILED 1 GLUED. NUFA�T E •a� ,�, 4p I-3/4"BED MLDG. r•:r•: _ -O •- �-2X 10's m 16' O.G.-� �-2XI0'e m 16' O.C. - _ •�,• .. - •:.: ,.. - TOR V NOTCH FRIEZE - RECEIVE SIDING . SIZED PARALAM .. .s. w..- BEDROON•3 - - _ NEW `X38_STRAPPING - _ •_ EXTERIOR DECK, DETAILS 1/2"WALLBOARD 1/2"WALLBOARD i LIVING -- x 2X6's m I6'O.G. 1. AREA �i .. « m SITTING.: R21 INSULATION AREA - - - _ - 1/2"WALL SHEATHING HOUSE WRAP OR EQUAL 3/4'TIC.PLY. - - ASPHALT ROOFING EXISTING - EXISTING = SIDING.-, NAILED(.GLUED. _ 15 ASPHALT PAPER .% '_�`- + _X, S•3'. ... 0 <-2Xi0's 16' O.C. <--2XI0 s m 16 O.G. - - - - I/2"SHEATHING - _.:- - - - PAD EXISTING KNEE WALL _.r . - .` _ - _ - - #2 SIDING - _ SIZED PARALAM TYP.H2.5A TIES A2 AVE�E � DETAILS OR ADD 2X6'S m 16"O.G. - _ _ J-___ '•__ _ TYVEK OR EOUAL DRIP EDGE " n EXISTING EXISTING EXISTING - --- --- - - BASEMENT LIVING DINING I/2"SHEATHING - 5"GUTTER TYP.HANGERS ; - - IX8 FACIA... ... ".;-'-. ... ..: .......• \O TYP.2X6 PT SILL O -• .: I:/ EXISTING EXISTING SHINGLE STARTER IX SOFFIT 0 / COARSE 2-1/4"VENT I �_•- TYP.RIM 1 PAD EXISTING KNEE WALL 7.-T 2X6 P.T.SILL - 1-3/4"BED.MLDG._ - OR ADD 2X6sm 16 O G _ NOTCH FRIEZE CROSS SECTION (A) - SILL SEALER - -----_--_--_-• _ a _ TO RECEIVE SIDING, 2X8 PT p; EXISTING OPTIONAL 2-•5 ROD n II m I6 O.C. Z TOP RING 2"CLEAR II II II BASEMENT �. - 2-2X8'a PT iB •••o'e•. Q TYP.HANGER 5/8"XI2"ANCHOR m BOLTS. _ .•OA 5'111I 5'IIII FIRST FLOOR CROSS SECTION (S) BILL EAV FRAMING FLAN 1 SILL DETAILS1 EAVE DETAILS O BUILDER JOB ADDRESS DESIGN �J DATE REVISION DRAWN BY PAGE SCALE - BROWN RESIDENCE ADD UPPER FLOOR TO oC%�fnl `�0(��(l (l 06-20-13 JE •_OF� 1/4""1 " 51 MADDAKETT LANE EXISTING HOME; W lU PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WM ALL (1)EXALT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EMEND BELOW FROSTLINE VERIFY DEPTH. F LOCAL BUILDING CODES AND ORDINANCES.JB DESIGNS MAY NOT BE MELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (A)VERIFY STRUCTURAL ELEMENTS FOR DESIGN.SIZE P.0.BO b5 (p•p8J 494-9534 CENTER V I LLE, MA. I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. W H LOCAL ENGINEER AND BUILDING OFFICIALS. 4£!1 BARKSTAEI£ld O]LdB RIDGE VENT (TEND HEADER 2XI2 RIDGE _ rWALL LENGTH•'yAja , rWALL LENGTH• II'-2" , E 2X8 RAFTERS m 16"O.C. I FULL HEIGHT SHEATHING•_-4"I I FULL HEIGHT SHEATHING- '-2.1 TO KING STUD 2X10 RAFTERS m 16°O.C, z ACTUAL SHEATHING•�Zx- - ACTUAL HE ACTUAL a, 1/2"ROOF SHEATHING A %). (Min.Required 4 x) 1/2"ROOF SHEATHING 1 MIn•Required_t_ I ( -� I ' 15-ASPHALT PAPER 15-ASPHALT PAPER RATIO•_2,25 RA710•_2-25 ASPHALT SHINGLES ASPHALT SHINGLES I EDGE NAILING•¢=04- I I EDGE NAILING-•�_O.C. 'FIELD NAILING• 12"O.G. 'FIELD NAILING•JT_O.C. 2XIO's C.J.m I6"O.G. -_ _ L.—_—_— _ —_J L__.—.—._.__—_J 34'-0" R39 INSUL - Iz IX3 STRAPPING I/2I WALLBOARD NAIL TOP PLATE I/2°WALLBOARD m -- TO HEADER WITH O.G. T 2X6 s 16 la MASTER S�1 j7 NA SCH EREB ULE :��.�� EAR�:��.: IL ED D �:�.�:SNEAR:�:'. ,:-:.SHEAR-:,�:�.: ''�'�'' TWO ROWS OF 16d BATH RZI INSULATION w:WALL ad COMMON -'':` 1/2"WALL SHEATHING - ::.;55. .WALL .:':WALL . :',:.® �: WALL NAILS AT 3°O.G. HOUSE WRAP OR EQUAL AT 3"O.C. 3/4"T/G PLY. SIDING R38 INSUL. NAILED 2 GLUED. r 2XIO'.m 12"O.G, y O CANTINVOU9 SIR-I—LVL.BOX EADER -_ - 2 5/8"ANCHOR BOLTS LOTH 3"X3"PLATE WASHERS EXISTING - 2'4 2 5'7' NEW KITCHEN EXISTING - - ® i,'•. MUDROOM SITTING - - 3/4"T/G PLY. _ AREA EXISTING NAILED a GLUED. - `- ®® _ °. Z. b- %• _ EXISTING EXISTING SHEAR WALL - _ - °°• ° S R30 INSUL., _ - - _ •� 4"CONC.SLAB 4 EXISTING- FRONT ELEVATION GARAGE OPENING DETAILS BASEMENT _ - fY 3" BXIn N6 F - cHInNSY ' l a 26,-0" .. r_—.—_—__._.—_, - - rWALL LENGTH-I'T'-3 —_.—_ WALL LENGTH•�C•L-Q" .- .- FULL HEIGHT SHEATHING,rm J2 FULL HEIGHT SHEATHING .', - I ACTUAL SHEATHING• 6 % -• --._ - ----=�` _ __- ACTUAL BNEATHING•_A0_% SHEAR 'BHEAR. '.`:SHEAR " - (Min.Raqulrad-Fzl._%) i . GROSS SECTION CGS - -- Mln.Re ulred�L%1 IDALL WALL WALL : - BHEA BHEA .. .. ?.i. .. ..W?•ELR:f .UTALLR.WALL '.WALL R, RATIO• 2.25 ...,. I RATIO,_2.25_ I ,:'::.i..'. .:. ..: ::.:. - - G• 6"O.C. EDGE NAILIN • �_ - - I EDGE NAILING•-aLO.C. I •FIELD NAILING•J2_O.C. ......................... _._...- 'FIELD NAILING. n"O.C. .i .i .'.i.............. L.—_— .—.—.— L--'-------'—'-� '......... ti ISTI XISTIN ISTI .EXISTING _ _ RIDGE VENT - 2XI2 RIDGE - 2X8 RAFTERS m 16"O.C. I/2"ROOF SHEATHING^�"'"�--" - 1z 2X8 RAFTERS®I6"O.C. - - -- - -_ - IS".ASPHALT PAPER Qa. I/2"ROOF SHE ASPHALT SHINGLES 15-ASPHALT PAPER ATHING - _ - I�-- ASPHALT SHINGLES - 2XIO's C.J.a 16 O.C. 2XI0 RAFTERS 16"O.G. R38 INSUL -- -- SHEAR WALL r--•---------_, ® t WALL LENGTH.56 SHEAR WALL I/Z"ROOFS EATHING IX3 STRAPPING - NEW LEFT ELEVATION I ACTUALFULL HEIGHTTHING-ING•35=AI M HE 15-ASPHAL PAPER - 1/2"WALLBOARD RIGHT ELEVATION -- ACTUAL BHEATHING•_j Z% III MASTER IR°WALLBOARDS � Min.Requtred�'4_%I I - - ASPHALT HINGLES - BEDROOM 2X6'a m 16"O.C. I _ R21 INSULATION EDGE NAILING°y_O.C. t0 -- 1/2'WALL SHEATHING FIELD NAILING--If-O.G. nD 3/4'T/G PLY. HOUSE WRAP OR EQUAL - L----•-----•---J W.O. NAILED/GLUED. - SIDING - _ ® -. _ - e _ -''SHEA�SHEA� ��'�SHEAR�'�� �R30 INSUL. 2XI0's I6"O.C. ��'.�'��'.��� R IX3 STRAPPING -i.-WALL `f 'f.'WALL .WALL .'.-'.WALL -`: .�'f.WALL 'r S/8"F.C.WALLBOARD El -4'h"......: `..a'-l•: EXISTING - GARAGE EXISTING DECKEll R- �llh SHEAR WALL EXISTING EXISTING {®� REAR ELEVATION 1 CROSS SECTION (D) BUILDER JOB ADDRESS DESIGN �f�f �f - DATE REVISION DRAWN BY PAGE L SCALE - 5ROWN RESIDENCE ADD UPPER FLOOR TO . www,`'�NO °EDES16H`_�'com 06-20-13 J5 •_OFy/ I/4"=ro° J� Dlssigns 51 MADDAKETT LANE EXISTING HOME. W fD PURCHASE 11 DRAW S PURCHASER ING LEAVES REPCN518LE FOR COMP INFO LIANCE WITH ALL fl)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3l ALL FOOTINGS 5HALL E%TENO BELOW FRCSR NE VERIFY DEPTH. 'B H LOCAL BUILDING CODES AND ORDINANCES,J DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE fal VERIFY 5TRUC%RAL ELEMENTS FOR DESIGN.SIZE P.O.BOX S53• (50BJ494-9534 CENTER V I LLE, MA. OI FOR 5ITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUI DING OFFICIALS. Yf 16ARMSIAB F 4.Ob6G' AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE - yn/ }n/ MPN WIND MASSACHUSETTS CHECKLIST FOR COMPLIANCE 1180 CMR 5301.2.LIj CHECK // //� EXPOSURE ZONE COMPLIANCEUll Ul/ M _ I,l SCOPE WIND SPEED(}SEC.GUST)____________________________________________________________________________110 MPH f. WIND EXP05URE CATEGORY--------------------------------------------------------------------------------B 1.2 APPLICABILITY t �• NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) - - 7 STORIES<2 STORIES I_ 1 NUMBBR OF NUMBER OF \ \ JOINT DESCRIPTION connoN NAIL SPACING . ROOF PITCH-----------------------------------------(FIG 2) _J24Z<12:12_ 1/ NAILS BO%NAILS MEAN ROOF HEIGHT__________________________________[FIG 2) ._._,______- ------------------------ 23_FT<33'— ` . BUILDING WIDTH,W___________________________________(FIG 3).________________--_-_---__-__-----_--2(_FT<so'-_V TYP.FIELD NAIL SPACING - ROOF FRAMING - - BUILDING LENGTH,L---------------------------------(FIG 3)-------------------------------------SB_FT<a0'—)L ad COMMON•6"O.C. - BLOCKING TO RAFTERS(TOE41651LED) ]-Bd 2-IOd EACH END - BUILDING ASPECT RATIO(LAU).______j_______________(FIG 4)------------------------------------- 22�_<3:1_1/ \ \ RIM BOARD TO RAFTER(END-NAILED) ]•Ibd }I6d EACH END NOMINAL HEIGHT OF TALLEST OPENING._______________(FIG 4)._.____._____.___ 2-.___________________-5e<6'B'_V` T7P.l/I6"WOOD •'> '> WALL FRAMING - 1,3 FRAMING CONNECTIONS _ srRucTURAL PANELS TOP PLAtE AT INTERSECTIONS(FACE-NAILED) 4-16d 5-Ibd AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS-__. (TABLE 2)---------------------------------------------- �L "•, F HEmEQ 0��CEN LONG EDGES STJD TOS AILED) ]-Ibd ]-16tl 74'O. _ T ACE-NAILED) Ibtl Ibd I6°O.G.A 2.1 FOUNDATION \\ FLOOR FRAMING FOUNDATION WALLS MEETING REQUREMENTS OF 1e0 CMR 5----- - -,�, '•'•••„•••• CE-NAILED) 4-Bd 4-IOd PER'JOIST CONCRETE______________________________________________________________________________________________ _� JOIST TO SILL,TOP PLATE OR GIRDER CONCRETE MASONRY.___________________________________________ ___. �L_ TYP.EDGE NAIL SPACING ; > BLOCKING TO JOIST rtOE-NAILED) 2-9d 2-K)d EACH END -------------------------•-••--•--•• - ',•• ''°�•'>'•' BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) }I6d 4-I6d. EACH BLOCK (ad COMMON a 6"O.C.) 2.2 ANCHORAGE TO FOUNDATION13 LEDGER STRIP TO BEAM OR GIRDER FACE-NAILED) 3-I6d 4-I6d EACH JOIST 3�40dl PER JOIST 5/S°ANCHOR BOLTS IMBEDDED OR 5/e PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY I - BAWD JOIST T ON TO (END-NA TO BEAM ILLID)A LED) 36d 4-I6d PER JOIST ° RAFTER CONNECTIONS ' ••' BOLT SPACING-GENERAL ,_ __ _.!TABLE 4J--------------------------------------�IN.� I BAND JOIST TO SILL OR TOP PLATE?OE-NALLED) ]-I6d }I6d PER JOIST BOLT SPACING FROM.END/JOINT OF PLATE._______-(FIG 57___________________-_____________-Q IN.<b"-12° I/ NON • `•, ROOF SHEATHING TYP-N2.5 TIES LOADBEARING I BOLT EMBEDMENT-CONCRETE---------------------(FIG 5)------------------------------------ IN.>l° . 1 .BOLT EMBEDMENT-MASONRY.___________--__-____(FIG 5)____________________________________ n IN.)15" V` 'STUD WEIGHT II WOOD STRUCTURAL PANELS UPLIFT A WASHER __ __________.(FIG 5)_______________________________._..._.)3°X3"XI/4"�L - •••'•'•• 6°FIELD PLATE HER_____________________ �, � .• • • LOADBEARING RAFTERS OR TRUSSES SPACED UP To 16 O.G. ad IOd 6 EDGE/ MAX.WALL P �'� '• _ RAFTERS OR TRUSSES SPACED OVER Ib°O.C. ✓'.tl IOd 4"EDGE/4"FIELD HEGHT 20' �I L9TUD HEIGHT 3.1 FLOORS I I I .. .. ,• GABLE ENDWALL RAKE OR RAKE TRUSS Btl btl 6°EDGE/b"FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 150 CMR 55.00). ------------------- I > •.; .; WITH NO GABLE OVERHANG MAX.WALL 9 - 6'EDGE/b°FIELD MAXIMUM FLOOR OPENING DIMENSION_________________(FIG b)._______._._.______________________._._FT<12'�L GABLE ENDWALL RAKE OR RAKE TRUSS Ed IOd FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)_____________________________ �_ 1 1 HEIGHTW/STRUCTURAL OIRLOOKERS MAXIMUM FLOOR JOIST SETBACKS- ••'-,• GABLE ENDWALL RAKE OR RAKE TRUSS Ed to. 4'EDGE/4°FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG l)---------------------------------------U. FT<d�_ ••'�,••'� - W/LOOKOUT BLOCKS - 10' MAX MUM CANTILEVERED FLOOR Jo18r , ;>,-'?.-'•'_ _ CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 81---------------------------------------CZ FT<d L • 15.COOLERS T'EDGE/to"FIELD FLOOR BRACING AT ENOWALLS.__________ >;'• •> : GYPSUM WALLBOARD _-_____._ [FIG 9) _______________________________________________. �_ 1 . _ FLOOR SHEATHING TYPE______ ________________----_.(PER 190 CMR 55.00)---------------------------------- FLOOR �L " " •� " WALL$HEATHING SHEATHING THICKNESS_________________________(PER 180 CMR 55.00)--------------------------3/4 IN.�L I • '. WOOD STRUCTURAL PANELS _ FLOOR SHEATHING FASTENING------------------------(TABLE 2)_&___d NAILS AT� IN EDGE1 I) N FIELD�� "•,°' ,•" •' STUDS SPACED UP TO 14'O.C. ad IOd 6'EDGE/12'FIELD II. 1/1'AND 2Sn2'FIBERBOARD PANEL5 B°I 3'EDGE/6'FIELD 4,1 WALLS IR'GYPSUM WALLBOARD Sd COOLERS l'EDGE/IO'FIELD WALL HEIGHT '.,'•.,'•.,'•''•.>' LOADBEARING WALLS-----------------------------(FIG IO AND TABLE 5)----------------------- A FT<10'_]� •'„' '„' '„' •„' '„' FLOOR SHEATHING NON-LOADBEARING WALLS________________________(FIG 10 AND TABLE S)----------------------- A FT<20: LATERAL "„ WOOD STRUCTURAL PANELS - WALL STUD SPACING________________ _ - ' '•':•• -(FIG 10 AND TABLE 5) �.IN<14°O.G.�� - E/11'FIELD ' _________________ ._________________- ,- I'OR LESS. ad IOd 6"EDG WALL STORY OFFSETS ____________________________(FIG 1 4 8J._________________________-_______.36' FT<d�� .` .`.•,. • - -. GREATER THAN I' to. IOd 6'EDGE/6°FIEID 4.2 EXTERIOR WALLS' WALL STUDS GENERAL NAILING SCHEDULE HORIZONTAL DOUBLE NAIL EDGE(STAGGERED NAIL LOADBEARING WALLS__________________-._-______ RABLE 5)----------------------------2X Sz.-_)_FTb_5.IN—V � SHEAR + , NON-LOADBFARING WALLS--------------------------(TABLE 5J,________. _,___ ____-__-_.2X._6_-�_FTH-31N_V` PATTERN 8d COMMON a 3"O.C. GA „ BILE END WALL BRACING' - I7I�I - - FULL HEIGHT ENDWALL STUDS______________________(FIG 10)._____________.__________________________,____. �_ - •°�.,` ,• iTP.VI6"WOOD STRUCTURAL -WSP'ATTIC FLOOR LENGTH__________________-___._.(Fir.IU------------------------------ _--Q__FT>W13�L •'„' VERTICAL PANEL SHEATHING - - GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG IU--------------------_-----_--------AFT)O-9W�_ J QN� 7 AND 2x4 CONTINUOUS LATERAL BRACE e 6 FT.O.C.(FIG IU____________ ________ ___., �� - I '•' •: OR IX3 CEILING FURRING STRIPS a 16'SPACING MIN.WITH 2X4 BLOCKING o 4 FT.SPACING IN END________ �_ TYP,VERTICAL EDGE N DOUBLE PLAT + AIL JOIST OR TRUSS BAYS----------_---------------------------------------_......._----------------------- �L 1 1 > '•-"• •,:'•>" SPACING(So COMMON TOP E > DOUBLE TOP PLATE _O.CJ - SPLICE LENGTH.___________ --------------------(FIG B AND TABLE 6) --_______________________-&FT_�L I ( >•••,•' Nub SPLICE CONNECTION(NO.OF I6d COMMON NAILS) (TABLE(d_______________________________________ In V` TYP.FIELD NAIL SPACING LOADBEARING WALL CONNECTIONS NON O LATERAL MO.OF 16D COMMON NAILS)------------(TABLE U______________________________-_-_-__--- NON-LOADBEARING WALL CONNECTIONS " '• HEADER - J LATERAL(NO.OF I6d COMMON NAILS).__________.(TABLE 81.__.______ _________.�—._ '„' „ DOUBLE LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) ••;•. HEADER 5PAN5.________________________--------(TABLE 9).______________________-___.AFT 6 IN.<II' SILL PLATE SPANS-------------------------------(TABLE 9)------------------------------ FT Q IN. FULL . FULL HEIGHT STUDS(NO.OF STUDS)---------------RABLE 9).,_,_ _ _ __________________---_-_-_.�_ �L - , WEIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE.TO TABLE ) c,° a <v _ e, -- TUD HEADER SPANS_________________________________(TABLE S)------------------------------- �JN.<12'�L - < - ° SILL PLATE SPANS------------------------------(TABLE 9)._„____________-_____-_____.,�}T_QJN.<T)'�� °Oe •° •-°°•°• OUBLE JACK SND RILL HEIGHT STUDS MO.OF STUDSI_______________(TABLE 9).............._____--______,___________.�— �� . a >•y ^ •)•° REQUIREMENTSi EACH OF HEADER A END MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULIANEOU9Ll4 ,°d•e ,°de a .°d•A .°do NUMBER OF WINDOW SILL PLATE '° L HEADER SPAN HEADER UPLIFT LATERAL MINIMUM BUILDING DIMENSION,(W) J •. : n ° - RULL-HEIGHT ' ° c.° v r o (FT•7 - SIZE STUDS (LB.I (LB.) NOMINAL HEIGHT OF TALLEST OPENING._________________ - ��<6'8° e ` >_ _______________________________________ � 4 24'O.C.MAX. 4 ° •� 24'O.C.MAX.�• SHEATHING TYPE------------------------______..(NOTE 4)...____..___._:_________________________.JL2_ _1L 4•e 1'e d•°. -- d'e 2' 2-2X4 I EDT - 132 __-_,__.(TABLE IO OR NOTE 4 IF LESS).___________________IN._]L_ STUD SPACING, ; , P ,- STUD SPACING _ _ _ --------- FIELD NAIL SPACING__________________ e _ _ _ .' A '.' .' .' � __ ___ _ _:_ ____ I _ , ___ e e FIELD NAIL SPACING.____ _______________________(TABLE 10) ------------------------------------—IN._�� - - °.' •,• ^,• °.' u�° ^• "' ° 3' 2-2X4 2 416 198 _ - SHEAR CONNECTION(NO.OF lad COMMON NAILS) (TABLE 10).______________ _____--_-__— �_ SEE PAGE 4 OF 5 '•e ,°d•e .°de •°d•e d•e 'e 1•e d•e•.°d•e• •• 264 PERCENT FULL-WEIGHT SHEATHING.________________(TABLE 10).___________________ ____—% -\L •. •. •: •. 4' 2-2X4 2 554 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>E8°f DESIGN GONGEPT5)_________________________ �L - a<°^`4'•'�O °• °' 5' '2-2X4 3 - 6133 330 - • a MAXIMUM BUILDING DIMENSION,(L J ° A °• ___ _________ _ 6' 2-2X6 3 831 396 '- - ---- '--- - _ NOMINAL NEIGHIT Of TALLEST OPENING __________ ___________43'<b'8"�_ I - SHEATHING TYPE-------------------------------MOTE 4).....__________-_.__-_---_-__________..__JL2_ �L. - l' 2-2X0 3 9l0 462 ° F EDGE NAIL SPA CING.____________________........(TABLE II OR NOTE 4 IF LESS)--------------------_IN.�L MAXIMUM WALL STUD HEIGHT , STUD SPACING / 8 2-2XI2 3 1,108 528 de ,°d•e .•d'e .°de .°d .°d'e d•e .•de d•e d FIELD NAIL SPACING._ _ RABLE IU.______ ______________________________IN. SHEAR CONNECTION(NO.OF I6d COMMON NAILS) (TABLE IU.__,__________________________ _____ �_ SEE PAGE 4 OF 5. 9' 3-2X10 3 1�41 594 ° `PL° �• �• ••�° "' "•'°^ <^ •• ° 'PL PERCENT FULL-HEIGHT SHEATHING - (TABLE IU________________-----------_____________x �� RAFTER CONNECTION AND WALL SHEATHING -10, 3-2XI2 4 1,385 - 660 .e o.e e •°d° °°e °°• A• ., .. ;°d•e de •. ° TYP.ANCHOR BOLTS AND •- 5x ADDITIONAL SHEATHING FOR WALL WITH OPENING>b'B"(DESIGN CONCEPTS)._______:. �_ ' ' • ° • " ° ° °,•.° 3°X3'XI/4°PLATE WASHER, ' ""•-'•'---•--' II' 4-2XI0 4 1,524 l26 °. WALL CLADDING - °•� ° c ° a de de .°d•e .°de .°de da da da de .°de .°d RATED FOR WIND SPEED,.------_----------- ---'-- -� TABLE 9, WALL OPENINGS - HEADERS ° :. , :•, ° ••. 5.1 ROOFS - - ,._ °,• e ° e •, q ° ° °, ROOF FRAMING MEMBER SPANS CHECKEDI(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WESSITE) V, IN LOADBEARING WALLS- ° '°°° ' °'° ' a�e . d'e . d e .°d•e °d•e .°d e .°d'e .°e e ROOF OVERHANG_________________________-_-_.____.(FIGURE IS)--------------- <SMALLER OF 7'OR V3�L , TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES. .°d'e .°d'e .°d e .°d e .°d•e .°d e .°d•e .°d'e .°d e .°d• PROPRIETARY CONNECTORS I. THI5 GHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE - '.' s '.'. a '.' ° '.' a '.' s •.' ° '.'UPLIFT----------------------------------------(TABLE 12)-------------------------------------U•3Q3PLF ` REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS -LATERAL_____________________________________ -------------------------------------L•J]CzPLF_]L AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: SHEAR..______________________ ------_--------(TABLE❑)-------------------------------------S•l LF A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T•_22ZpLF V B:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOK ER.___________________________(FIGURE 20)--------------_Q_FT<SMALLER OF 2'OR LR�_ C:UPLIFT STRAPS PER FIGURE 14 - TRU55 OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE Il PROPRIETARY CONNECTORS E:CORNER STUD HOLD DOWNS PER FIGURE I06 AND FIGURE 18b - UPLIFT_---------------------------------------(TABLE 14)----------------------------._______.U• )_B. V` 2, EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5s.IS ADDED TO THE PERCENT FULL-WEIGHT SHEATHING _ LATERAL(NO.OF I6d COMMON NAILS)----------(TABLE 14)-------------------------------------L•14A B-�L - - - STUDS AND HEADERS ROOF SHEATHING TYPE._____________________________(PER 180 CMR 50.00 AND 59.001----_----------------- �L REQUIREMENTS SHOWN IN TABLES 10 AND II. AL ROOF SHEATHING THICKNESS_______________________________________._______.______________.-ILZ IN.)1/16°WSP L 4 THE FROM OTABLE GM SILL LAND ANE IIN IXDEROICATOR I)ON OFALLS SWALL SHEATHING ANHALL BE A MINIMUMD BUILDINGNASPECT KRATIO.DETERMINE PERCNESS PRESSURE EDENT2FULANEIGHT ROOF SHEATHING FASTENING._________________________(TABLE 2)--------------------------------------------- _�` SHEATHING AND NAIL SPACING REQUIREMENTS. - AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN'BY PAGE SCALE BROWN RESIDENCE ADD UPPER FLOOR TO �%�✓w� 0 � � Oho-20-13 JB •�oF� v4^•ro° J i�ns 51 MADDAKETT LANE EXISTING HOME. W (D PURCHASE OF ORAWNGS LEAVES PURCHASER RE5PONSIBL-e FOR COMPLIANCE WITH ALL O)DIACT 912E AND REINFORCEMENT OF ALL CONCRETE FOOTINGS -ALL FOOTING5.MALL-TEND BELOW FROSTWNE VERIFY DEP H. CENTER V i LLE, MA. LOCAL BUILDING CODE.AND ORDINANCES,B OE91GHS MAY NOT BE HE D RE9PGNS BLE MST BE'OE ERMINED BY COCA SOIL CONDITIONS ANp ACCEPTABLE (4)VERIFY 9TRUCNRAL ELEMENT.FOR SIGN.SIZE P'O'POY `�JT�BJ°494 971J f �I FOR SITE OONDITIONS OR FOR THE USE OF THESE ORAWINGb DURWG CON9TRUGTION. PRACTKE9 OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGIN-cER ANO BUILDING OFFICIALb. l))E6T aARM9TAEWE—O)BA°' 2 ?3nOwnl 51 A1/l OP AI(6T Ln! C CWTCAV/L.i-E I L —— gg —— EXISTING CONTOUR N • x 100.98 EXISTING SPOT GRADE o Moon Penny o Ln E W EXISTING WATER SERVICE 3 a r G EXISTING GAS SERVICE �m o o H. OVERHEAD WIRES TEST PIT o o h BENCHMARK ,o(0 'k LEGEND v C�+ n`n hry LOT 6 In Woodvale o �o�eto 0 0 00 V 89.08 x APN 190-228 LOCUS Goneton i Rpp `.� 9� 20,478t N `, \ — — — o PLAN 237/PG 97 iLOCUS creac Mo sh Rd iLOCUoS SCALE S.A.S. LAYOUT 19� \\ \ EXISTING LEACH FIELD NOT To BE ABANDONED GENERAL NOTES: \ \ \ L — — J 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL \ \ \ EXISTING SEPTIC TANK BOARD OF HEALTH AND THE DESIGN ENGINEER. TO BE PUMPED, RUPTURED, FILLED 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ WITH SAND AND ABANDONED OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \ LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: \ \ \ 310 CMR 15.405(1)(b): ,27\ \ O k 1) A 1' variance to the 3' maximum cover requirement, for no greater • 92!87 90.78 x than 4' of cover. S.A.S. shall be vented and H-20 rated. DECK I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR I'D TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE W 92.13 V DESIGN ENGINEER. /.cam/Q/ % / 1 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / /C7�� / \ O \ • FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. ��� ! /��/fP-2 /EXISTING 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. � /� . r�/O� / i 0' HOUSE (#51) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / ��TP-1 PROP. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF / y SEPTIC T.O.F=94.86f GARAGE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. tc �Q y\J� TANK PORCH 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. o /� 8. NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.94.6 x 94.48 THERE ARE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHRUBS • � A OTHERWISE •'�. R UPON BY OWNER AND CONTRACTOR OR S a O• SHRUBS AGREED \ DIRECTED BY THE APPROVING AUTHORITIES. ai 96.64 \ 94. 0 • . WOOD RAMP WALK C-) 94.69 x ' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY • �ao� \ OF Mq THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ,ssII \ _ — CONSTRUCTION. PAVED �� � R CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS = G 11. WHERE REQUIRED, 0• 6 g I DRIVEWAY i o PETER T. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND McENTEE REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). � \ o CIVIL / \ ` No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ' INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 3 HYD � �•\ • s 1 7L I — 'g _ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 98.05 _ \ _ S 5 2?�0" E _ EZ PED. FF 0 N�\� IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 0 —�:�—x SPLIT\RAIL FENCE �— � g i Z _ a edge of pavement �� �� `�� is�-z,�� PROPOSED SEPTIC SYSTEM UPGRADE PLAN o- 51 MADDAKET LANE, CENTERVILLE, MA Z BENCHMARK SET: MADDAKET LANE Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 TOP OF WATER SHUT—OFF ELEVATION = 97.03 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. N0. (ASSUMED DATUM) 1°=20' P.T.M. 253-08 . � TEIXEIRA, NIVALDA & MARCIO Engineering Works 63 MULBERRY STREET 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. PLAN REFERENCE: PLAN BOOK 237 / PAGE 97 (LOT 6) HYANNIS, MA 02601 (508) 477-5313 11/24/08 P.T.M. 1 of 2 r ' NOTE: TO PREVENT FINISH GRADE SHALLLUNOT HE PROPOSEDEED < :9 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER 21" 5-4" POLYSEAL OUTLETS OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. T.O.F.=94.86EXISTING F.G. EL: 95.3(MAX.) 2" os 1-4" POLYSEAL INLETS F.G. EL.=93.7f F.G. EL: 94.0t s N OO L = 10'f '' L = 13' L = 9'(MAX) INSTALL TWO 4" DIAMETER INSPECTION LO ci Lq S=2% (MIN.) O s=1% (MIN.) p 5=1% (MIN.) PORTS PER LOCAL ;REGULATION 00 6 4"SCH40 PVC , - 4"SCH40 PVC 4"SCH40 PVC 1 to"I 14" g• 11.3" EFF. .� INV.=91.58 48" LIQUID DEPTH CAI Top View Section LEVEL INV.=91.33 D—B O X GAS BAFFLE PROPOSED INV.=91.03 ' D—BOX 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' aim Am INV.=91.20 INV.=90.94 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK RESTORE VEGETATIVE COVER PROVIDE NEW SEWER OUTLET, INV.=91.86 BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=91.33 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=90.94 2) SEPTIC TANK AND D—BOX SHALL BE SET LEVEL BOTTOM ELEV.=90.00 II Ill�lllll�l AND TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.83' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF i� 76" —I 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE PROFILE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER EL.=84.8 MATERIAL AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. 4 ROWS OF 4 — 16" (H-20) ADS BIODIFFUSER UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION 16" N.T.S. N.T.S 11 DESIGN CRITERIA SOIL LOG — r N -A / ('') - DATE: OCTOBER 29, 2008 (REF#—ON FILE) �34'r ►) NUMBER OF BEDROOMS: 3 BEDROOMS SECTION AND CAP SOIL EVALUATOR: VERONICA WARDEN CSE SOIL TEXTURAL CLASS: CLASS I WITNESS: HEALTH STANTON ANTON R.S. 1 s"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 G.P.D. ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH MODEL 16" HICAP DESIGN FLOW: 330 G.P.D. 94.8 A 0 94.7 A 0 LENGTH 76" LOAMY SAND � LOAMY SAND NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT GARBAGE GRINDER: NO EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY 94 2 2.5YR 2.5/4 94 2 2.5YR 2.5/4 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 S.F. B 7 B 6 SIDE WALL HEIGHT 11.2" .74 LOAMY SAND LOAMY SAND OVERALL HEIGHT 16" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 10YR 4/6 10YR 4/6 OVERALL WIDTH 34" OF= 4640 TRUEMAN BLVD PROPOSED D—BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED 92.9 C 23" 92.6 C 25" CAPACITY 13.6 CF HILLIARD, OHIO 43026 35" (101.7 GAL) ADVANCED DRAINAGE SYSTEMS. INC. USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11 .3' x 25.0' :47" MED. SAND 51 MADDAKET LANE CENTERVILLE MA (HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED) MED. SAND 2.5Y 7/4 , , SIDEWALL AREA: NOT APPLICABLE 10YR 7/4 Prepared for: Copewide Enterprises, P.O. Box 763, Centerville, MA 02632 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 84.8 120" 84.7 120" Engineering by: SCALE DRAWN JOB. NO. 16 UNITS x 6.26 LF x 4.7 SF/LF = 470.0 SF Engineering Works NTS P.T.M. 253-08 PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 11/24/08 P.T.M. 2 of 2