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0581 MAIN STREET (COTUIT) - Health
581 ,MaiA treet F"A' {0369020 1 } TOWN OF BARNSTABLE 1LOCATION 2 ( /QC,,n) SF SEWAGE# Z- VILLAGE Cpk-t;,} ASSESSOR'S MAP&PARCEL: 36 — D-® INSTALLER'S NAME&PHONE NO. JCS A SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 4 fG ���� (size) NO.OF BEDROOMS OWNER lNe PERMIT DATE: 'pZ 13 h �L— COMPLIANCE DATE: Separation Distance Between the: 1)q N 2d C,,ccx,,v eO�(/ cwr' ?rrt Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY N o _j x N .j w y Ul _ :r ^ J N � Z O ,. .__.. ! No. C% � _ Fee , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes appiitation for Disposal bpstem ConstrU ion permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.Sj`/� 5{ ��f. h Owner's Name,Address,and Tel.No. Mc- L« Assessor's Map/Parcel 3 G Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. V0 -7MI 44&/1 S" -4-177 S3/ Type of Building: Dwelling No.of Bedrooms Lot Size _3 `1`& sq.ft. Garbage Grinder( ) Other Type of Building f QL14 Y. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided °/6 , gpd Plan Date 2Jf3 /2, Number of sheets 2 Revision Date Title Size of Septic Tank %S� -'1 Type of S.A.S. YG 3G f7�L- d aC7 Description of Soil Nature of Repairs or Alterations(Answer when applicable) t/s S,A Al e4J ;,✓ A/L :5 y S f ?-^-L 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 this Board of He i d - Date orcq - / Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. D z. ,9,,.,.=. ; Fee THE COMMONWEA_LT:-1'-GF-MASSACHUSETTSM Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes 1 application for MispoA�a�Apstem Constru -tion vermit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No..sg 1 Mc,"-)!5 f Cor e l i Owner's N e,Address,and Tel.No. Assessor's Map/Parcel 5 G-20 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. J S)c< h (r w N i, ��'�/Gd�-7/$ �•� i�.r r-.'�.•� 111-0144 Type of Building: Dwelling No.of Bedrooms L� Lot Size 3 S,`1�/GR sq.ft. Garbage Grinder( ) Other Type of Building hoes Y No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) gpd' 'Design flow provided yam/ g gpd Plan Date 2/8/ !2 Number of sheets 'Z- Revision Date j)j_ Title Size of Septic Tank /5S00 CD Type of S.A.S. If/C 30 fib J/ 2 C) Description of Soil Nature of Repairs or Alterations(Answer when applicable) //✓S_�G�� /✓t'L� S r�f/C 5�/y f Y/�1 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;/Jy.. this Board of H J y` ijpd n Date / Application Approved by � - Q �n Date Application Disapproved by Date for the following reasons Permit No. Date Issued . -- - - --- -- - - ----- --- - -- -- _ --- = _ - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate: of Compliance THIS IS TO CERTIFY,that the On n--site Sewage Disposal system Constructed( ) Repaired( ' Upgraded( ) Abandoned( )by kS ZNL at 15 ( /U G.;N Si has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer �. of C)4 5 A Designer i,5_: —, b" #bedrooms / Approved design flow y� J• 8` and The issuance of thisp perm shall not,beecconstrued as a guarantee that the sys em wil n i a�estgne�d. �, Date //// Inspector e _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to�Co^nstruct( ) Repair( �, Upgrade( ) Abandon( ) System located at ��r �'Y cl ,ti �j { �p f cJ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons cf o u e crpleted within three years of the date of this permit. Date Approved by J f 02/16/2012 16:18 5084776313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Oeikr,Director Puble Health Division Thomas McKean,Director 200 Main.Street, Hyannis,MA 02601 Office: 508-56241644 Fax: SOS-790-6304 Date: tb Sewage Perri W Assessor's Map/Psu-cel 2.6 ff Installer&miner Certitcation Form Designer: IF.,y:n c, +'.,, W e ]r,c. Installer; Address: 2 W, Address: MA- Chi ' i` 44e was issued a permit to install a (date) - (installer) septic system at �v�2r i"L S'1 c+1` based on a design drawn by (address) r° dated ,; '-1,1 t (designer) I certify that the septic system referenced above was installed substantiallyy according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strfpout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the.SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local Regulations. Plan revision or, certified as-built by designer to follow.'Stripout(if required)wa cted and the soils were found satisfactory. H DF PAR T. staller's Signature) u CIVILeE (Designer's Signature) (Affix Design PLWE RETURN TO BARNSTABLE PUBLIC IMULTIE11 DIVISION. CERTMCAU 'OF COWLIANCE W11LL NOT BE ISSUED UNT11L BOTH AND AS BUILT CARD ARE RECEIYU-M 'IMF,EMSTABLE PUBLIC EUEALTH.12UMION. THANK YOU. . 0office fbm Adwipamnificsdon fo maoc ' f t NOTES: I. LOCUS IS ZONED RF 9� (30'FRONT YARD SET-BACK 1 5'SIDE AND REAR YARD SET-BACK) - 2. EXISTING SEPTIC SYSTEM LOCATIONS AS SHOWN ARE DERIVED _ fROM TIES PROVIDED BY THE TOWN OF BARNSTABLE HEALTH DEPT. 3. CONTRACTOR 15 TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. `. PROPOSED SUNROOM PROPOSED DECK• 3 r , 199.00' -- w /G'Af / 0 _ EXISTING SEPTIC TANK /`��J I. . + TO BE RELOCATED. No. 58 1 ` / s , { PROPOSED ADDITION 21 STY. ' WD. FR. � z T.O.F. 102.04 N 1 COV'D. PORCH Ca ro Ol p I f o ! PROPOSED RELOCATED i Q p O pp SEPTIC TANK r" Q — EXISTING S.A.S. APN 36 20 (35,94G± 5F) (CALC) 223.00' 532°45'20"E EDGE OF PAVEMENT EDGE OF PAVEMENT MAIN STREET BENCHMARK: PK NAIL SET EL. 100.00 (ASSUMED) Gm ................... GAS METER EM D4 ................... ELECTRIC METER ; SIDE AND REAR BUILDING SETBACK LINE I HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE, AND IN MY PROFE55IONAL OPINION, THE LOCATION OF THE PROPOSED ADDITION, AS SHOWN HEREON, CONFORMS WITH THE HORIZONTAL SETBACK REQUIREMENTS OF THE ZONING _ BY-LAW OF THE TOWN OF BARNSTABLE. 51TE PLAN JOB No.: 1 1 1 23 IN DATE: 30NOV I I " = ` BARNSTABLE (COTUIT) MA SCALE: I 40' PREPARED FOR MARTHA * JOHN McLEAN 4T rlchard j. hood, P15 land,5urveyor5 18 route Ga - sandwich, ma 025G3 Ph: (508) 833-7100 Fax: (508) 833-7101 Assessing As-Built Cards Page 1 of 1 j TOWN OF BARNSTABLE LOCATION_ IMoIJ STD _SEWAGE# VILLAGE C T y a 1 ASSESSOR'S MAP & LOT -6 INSTALLER'S NAME & PHONE NO. iA p LA61 SEPTIC TANK CAPACITY 1 fa L_-V LEACHING FACILITY:( } 2- Sr1 -NO. OF BEDROO 14-;/ RIVATE WELL OR<MBLIC iaT R BUILDER OR OWNER 1V-eui-y- DATE PERMIT ISSUED: 7 DATE COMPLIANCE*ISSUED: y jd 1 �— VARIANCE GRANTED: Yes No 15 on 5w 3/ rr h ://town.bamstable.ma.us/A 9 — —� ssessm�/I-Mdisplay.asp.mappar-036020dzseq 1 1/19/2012 Town of Barnstable P# �3 5l Department of Regulatory Services 3 WWWABM : Public Health Division Date -2A I`Z KAWL sbJ9 ♦� 200 Main Street,Hyannis MA 02601 Date Scheduled Time _ Fee Pd. �ko 0`a 0 Soil Suitability Assessment for Se V e Disposal Performed :B -�V� e 0 F, '� � y Witnessed By: LOCATION& GENERAL INFORMATION Location Address "g 1 Mai,, S-a-, Owner's Name p Cp l-J i NSA Address �O NIAi rl. sf— C� MA 3S Assessor's Map/Parcel: ��w—��� Engineer's Name - UJ -A[NEW CONSTRUCTION REPAIR �' Telephone# -1-09 7 3 7 V 6'K CM Land Use _(ZeS rkVt�tiit\ Slopes(S'o) +" �' Surface Stones Distances from: Open Water Body?2y D ft Possible Wet Area'�ft Drinking Water Well 2C el ft c hf Drainage Way '!Z'�. ft Property Line +1- ft Other ft t f al .a �^+ t 4I :(Street name,dimensions of lot,exact locations of Pest holes&perc tests,locate wetlands fn proximity to holes) SKETyC :+r'Nn«::Y. +^,w 15, l S`m 6�fi CLS�^ NIA Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water n Hole: ? r " Weeping from Pit Fsce q Estimated Seasonal High Groundwater `7 132 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: r r Depth observed standing in obs.hole: in._ Npth ottl Depth-..: . � �._.. : ,. tr sail m_ es...,..- ^• - . .a. . Depth to weeping from side of obs.hole: in, ©roundwater Adjusttnent ft. Index Well# Reading Date: Index Well level Adj,factor,..,- Adj.Groundwater Level, PERCOLATION TEST bate ; Thne Observation I Hole# Time at 9" Depth of Perc J ' Time at 6" Start Pre-soak Time @ Time(9"-6") - End Pre-soak Rate Min./Inch. Site Suitability Assessment: Site Passed�_~j Site Failed: Additional Testing Needed(Y/N) ` Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. - Q:\SEPTIC\PERCFORM.DOC DEEP•OBSERVATION HOLE LOG Hole# j Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, Gravel) -1aA a Vz. •,e ='3�- . .. G3 -ra ;�. �.- ,I°yes/� �' . v6 , G 2', 5"-r'6/ + DEEP OBSERVATION HOLE LOG Hole# "L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons'stency.%Gravel) p - . 2 ec� i1�1 Z-5-T " .� N DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ' `Other Surface(in.) _ -."` (USDA) a (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) ' 3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _"' ' _ (USDA) - (Munsell) __ Mottling (Structure,Stones;Boulders. Consistency, Flood Insurance Rate Map: p 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 four feet of naturally occurring perviou material exist in all areas observed throughout the area proposed for the soil absorption system? �e S If not,what is the depth of naturally occurring pervious material? Certification I certify that on- . l 4 _(date)I have passed the soil evaluator examination approved by the E Department of Environmental Protection and that the'above analysis was performed by me consistent with the required training,expertise and experience described.in 3 10 CMR 15.017. _ Signature �W�� Date Q:\SEp'n0PERCF0RM.DOC 0 V77 t R W� 4 f � - r a ;;d MVO ` ''ASSESSOR'S MAP NO A3(,_PARCEL n 2O LOCATLQA SEWAGE PERMIT No. Cat r1 VILLAGE I I N S T A LLER'S NAME i ADDRESS R U I L'D,E`R(l 0R W EIt DATE PERMIT ISSUED i DATE COMPLIANCE ISSUED —. �!- � , � v c./� i � r �, !¢ TOWN OF BARNSTABLE L)CATION ANO'l tj 51— SEWAGE # P—,�;7tt VILLAGE Cp i u a k ASSESSOR'S MAP & LOT G-6 14 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 1 :77 LEACHING FACILITY:(tVpe) fte. (size) G� NO. OF BEDROOMS 'T PRIVATE WELL OR<VMEA R fj'' BUILDER OR OWNER !V-et�ci�-te �c�► .iJVV DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: I o 1 4- VARIANCE GRANTED: Yes No �✓ W `n � � o � � � � � n v ig, , !j o • F. a THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH. TOWN OF BARNSTABLE Appliration for Uiipoiial Works Tomtrurtion Frrutit Application is hereby made for a Permit to Construct ( ) or Repair (L4 an Individual Sewage Disposal System .......... V.' ``r. .............................. .......•----...... � S . ..�......-----••-••--------•-•--•-----............------ ocation dd;ess or Lot No. � rPEco u� j ------------------•.... ..............P..�.....Cox--... a r✓ ...........lf _. Installer Address UType of Building Size Lot.............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers � YP g ---------------------------- P ( ) — Cafeteria ( ) Otherfixtures --------------- ----------------------------------------------------------------------------------------------- ------. W Design Flow....... .............gallons per person per day. Total daily flow----- ....................gallons. WSeptic Tank 4_Liquid capacity/'E gallons Length----t0..... Width_&..f....... Diameter---------------- Depth................ x Disposal Trench—No...................... Width .f...._.__...... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....1.............. Diameter...1-6_.._..... Depth below inlet....6._.......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a 14 Test Pit No. 1................mmutes per inch Depth of Test Pit.................... Depth to ground water........................ fX4 Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water........................ P4 ----------------------------------------------•-•--------------••--•--------------•---•-•-•--•-----•.......................................................... 0 Description of Soil....................---------------------------------------•---•-••---.....----------------------------------------•-----------------................................. x UW -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Nature of Repairs or Alterations—_Answer hen applicable_..� _1 .I�____l._� .___ Q�L_-v�_._.._.___. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of ce has bee iss d-b boar of health. Signed .... �. z-------A -- ------ ------ - ---- . Z ... ...c.�........-- Date Application Approved BY .6r ..-----.-.---.-- ------ Date :� Application Disapproved for the following reasons: ..---- --------------------------------- -- -------------------------- --------------------------------------- ------------------------------------------------ -- ------------------------------------------------------- ---- -- -- --------------------- ----- --------------------------------------_--- .................................... Permit No. ------------------------ .............................................. Date...... ..-.. -7. Issued Date No.`� ._'�.7_.%_ Fzs......._. Y- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratilan for Elispasal Works Tonstrnrtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (L.-ran Individual Sewage Disposal System at: .. --------------------- ----------------�: a U ----------------------------------------------- Location Address or Lot No. ......... n1Gwt-� F( c-1 ei PC-c-N(u( �"ter-r`A r c . R o 1 &, (d(M- �r� ............ ....................... ..............................................................._.._._.... -- -...._._ Installer Address \ Type of Building Size Lot-------------------�t-------Sq. feet I—t Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Buildin a yp g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures ---------- W Design Flow........ '�----------------------gallons per person per day. Total daily flow..... ----------------------gallons. WSeptic Tank 4-Liquid capacity6_Vgallons Length....f L}..... Width.ja_r...._. Diameter................ Depth•___-_-_-----__- x Disposal Trench—No..................... Width---- ir.............. Total Length....._.............. Total leaching area--------------------sq. ft. Seepage Pit No----I-------------- Diameter...,d...._.__. Depth below inlet.....C_►_.......... Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) . Percolation Test Results Performed by.......................................................................... Date---------------------------------------- Test Pit No. .................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r=t Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ w ...................................................................--------- ••••----------------------------------------------------------------------------- O Description of Soil-•----------------------------------------------------------------------------------------------------------------------------------------------•-•--------•-----•------ x U ----------------------------------------------------------------------------------------------------------------•---------•-------------------------------------••--....-------------•------•---•------ w x •-•--•-•-----•--•----------------•------------•---------.--------------------•---------------•-•------ -------------------•--------------- .;;A:------------------------------------------------- U Nature of Repairs or A terations—Answer when applicable_.�'dt- 1 Y��K____. �C '�!t- `,t --.. ..•. -_ f i f Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Camplian_ce has been issued by-the-board of health. Signed _ ----- ... �.... z ;---� � ct� -- -------------------------------- ------------------D---are------------------- Application Approved By ........ Dace Application Disapproved for the following reasons- -------------------...........................---............................----------------------------------------------- ------ -------------------------------:-------=- Permit No. --------/ ��- � Issued ................................................ Date -------- ------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE CZ.er#tfirate of (fantylianrP THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �--) by-------------------.................... �--A i9 t-"VAI-0 t <<-- ------------------------------------------- -------------------------------------------------------------------------------------------------------- - -------------------------------------- ,,., Installer ti at ----------------------------------------------` u ...................c�............................................. has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........ ----- dated ............................................ pP P g THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE .t .. `-r-l�------------------------------------- Inspector ------------- f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.1�-_ zt/ TOWN OF BARNSTABLE Disposal Works Tuns#rnrtilatt Prrutit Permission is hereby granted..............c= #4496 Co "('? 5-� �- •-•------•--------..-------------i-----------•--•------•-................................................ to Construct ( ) or Repair ) an Individual Sewage Disposal System, atNo.................. --............ ....................................................`` - �� 'v r-1-------------------------------------------------------------------- I Street 01 as shown on the application for Disposal Works Construction Permit No. 37_V Dated.......................................... ^7 ........................... -'�------•---------........................................... - - DATE. ! l ✓ Board of Health --------------------------------•-••---------------------------------•-----••• FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS i - 1 uv � T � z ci D AT E: 7/12/97 PROPERTY ADDRESS: . 581 Main Street 9 Cotuit.,MASS. D� �Q► �� '( CEIVEO 02635 m J U L 21 1997 e� TOWN OF BARNSTAR; HEALTH OFPT a On the above -date, I Inspected the septic system at the ab address.,\ `� Thla system consists of the following: 1 . 1-1500 gallon septic tank. 2, •1-Distribution box. 3. 1-1000 gallon precast leaching pit. Based On my Insc�ectlon, I certify the following conditions: 1 . This is a title five septic system. (78Code) 2. The septic system is in_proper-working order at the present time. ( Conditionally ) 3. Pipe leaving the distribution box is holing water. Pipe must be changed. W ater passes only when pipe has filled the 4" PIPE at the outlet of the box.Pipe leaving the tank to the box should also be relaid., Pitch is to great to the box. S hould be level to," the distribution box. T51 G N AT U R YF: , • G� Name: J . P .Macomber Jr... i -------,--------------- Company J_ P_Macogber &— Son—Inc , Address • •--Sax-bb-------3------ _Cente�rvil le ,Mass__02632 I Phone:___5OZ-77.5-.3338------- -- 1 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY '.ems JOSEPH P. MACOMBER• & SON, INC. Tank&-C#upooIs Ls&chflelds Pump♦d & InsUlitd Town Sewer Connections P.O. Box 66' Centerville, MA 02632.0066 7754338 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS "s DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET. BOSTON, MA 02108 617.292.5500 WILLIASI F H ELD TRUDY COKE Srrctan Govcmor ARGEO PAUL CELLUCCI DAVID B STRURS Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioner PART A CERTIFICATION Property Address: Newt Robinson 581 Main Stret Cotuit Address of Owner: Date of Inspection:7/12/97 (If different) Name of Inspector: Joseph P. Macomber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: Joseph P. Macomber & Son. Tnc . Mailing Address: Box bb, Centerville , Ma . 02632-0066 Telephone Number: 5C8 775 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails /�ff Inspector's Signature: Date: The System Inspect hall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, 8, C, Or D: AI SYSTEM PASSES: �Q I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: BI 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. Indicate yes,nno, or not determined (Y, N, or ND). Describe basis of determination in all instances. If "not determined", explain why not. /j� The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if.the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 04/25/97) Page 1 of 10 DEP on the World Wide Web: http:lrwww.mapnet.state.ma.us/dep CJ Printed on Recyded Paper lam' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 B] SYSTEM CONDITIONALLY PASSES (continued) -�j Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven oistribution box. The system will pass inspection if (with approval of the Board of Health). Describe observations: -hto" � lli` To T-)" pjtT- broken pipe(s) are replace d l�/" obstruction is removed Ll1/6O/2K1;Gt'r distribution box is levelled or replaced jj 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 C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: l�5 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: 4?0 Cesspool or privy is within 50 feet of a surface water i(d Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply, The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not.valid). 3) OTHER AM (revised 04/25/97) Page 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 D) SYSTEM FAILS: You must indicate ei;•.er "Yes" or "No" as to each of the following: )o I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15,303. The bans 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 . Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. ATC � i g o �� o.v ��P� Qe�:v,� Sri I�OD( l4 >'Ww, 'y&51 _ Static liquid level in the jistribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth infesspeel is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _. 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: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: A-0 The system serves a facility with a design flow of 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: Yes No the system is within 400 feet of a surface drinking water supply dwf the system is within 200 feet of a tributary to a surface drinking water supply kl*� 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. (reviled 04/25/97) Pegs 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Properly Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No, Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and'the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _ As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components,&eluding the Soil Absorption System, have been located on the site. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. — The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if djfferent from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) (r•vis•d 04/25/97) Pap• 4 of 10 f _ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 FLOW CONDITIONS RESIDENTIAL: Design flow:.± R.p4/bedroom for S.A.S. Number of bedrooms: Number of current residents: Garbage grinder (yes or no):�°5 Laundry connected to system (yes or no):V'Ve Seasonal use (yes or no):AZO water meter readings, if available (last two (2) year usage (gpd): Sump Pump (yes or no): `yQG ���� �'�✓ Last date of occupancy:�+� T COMMERCIAUINDUSTRIAL• Type of establishment: Design flow:dgallons/day Grease trap present: (yes or no)&ff- industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title 5 system: (yes or no)4W water meter readings, if available:AX Last date of occupancy:_ OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and jourge,of information: System pumped as part of inspection: (yes or no)_ If yes, volume pumped: --iGallons Reason for pumping TYPE OF STEM Septic tank/distribution box/soil absorption system Single cesspool ,?)0 Overflow cesspool �i Q_ Privy Shared system (yes or no) (if yes, anach previous inspection records, if any) VA Technology etc. Copy of up to date contract? Other LAPROMMAT A E of all components date in talled (if known) and source of information: �✓�P�11^$ �ys.�i� Sewage odors detected when arriving at the site: (yes or no)440 (revised 01/25/97) Psy• 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 BUILDING SEWER: (Locate on site plan) ►1 Depth below grader Material of construction: _cast iron Z0 PVC — other (explain) Distance from private water supply well or suction line W14 Diameter _ C mments: (condition of ojn , venting, evidence of leakage, etc.) _ -/ 4 S; Svc r.� SEPTIC TANK:� jitl�Q�/r (locate on site plan) e� Depth below grade:/P Material of construction: concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age, Is age confirmed by Certificate of Compliance (Yes/No) Dimensions: Sludge depth: � ?�� Distance from top o sludge to bonom of outlet tee or baffle: cJ Scum thickne55: c/ Distance from top of scum to top of outlet tee or baffle:7A7 oce- Distance from bonom of scum to bottom f outlet tee or ffle: How dimensions were determined: Qi� ll Comments: (recommendation for pumping, concliVign of inlet and outlet es be es, epth of I quid level 'n relation to outlet invert, structural integrity evidence of leaks e, etc.) ,� I9/` e I S� l5 ' t a,r E ti GREASE TRAP-,V" (locate on site plan) Depth below grade:AIW Material of construct ion:Aiwconcrete4*netal,d&iberglassA/ Polyethylene44other(explain) AJ/2� Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: eI4 Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: iUl�• Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet inven, structural integrity, evidence of leakage, etc.) (revised 04/25/97) Page 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade AV 9 Material of construct ion:/2, concreteetLAmetal<AFiberglasWI Polyethylene40other(explain) Dimensions: A)A Capacity: 14 gallons Design flow: ,UJf gallons/day .Alarm level: 444 Alarm in working order 4_/4Yes;10kNo Date of previous pumping: XZX Comments. (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:,'k--� (locate on site plan) Depth of liquid level above outlet invert: � Comments (no if level and distributio is eq lal, evidence of solids carryover, vide ce of leakage into Qr out of box, etc.) he 5 C'L °sb Pam"' r -'s cv, �q /A-) T PUMP CHAMBER:�.UC— (locate on site plan) Pumps in working order: (Yes or No)—A& Alarms in working order (Yes or No) Al Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) LJ�9,o CA Alt? -t' (revised 04/25/97) Fag• 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 SOIL ABSORPTION SYSTEM (SAS):.4z (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: Alternative system: Name of Technology: f ���� ! Comments: (not onditi n of soil, signs of hydra lic f ilure, I vel o on)ing, conditio f v getation, tc. / / A CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet inven: Depth of solids layer: .U14 Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) r PRIVY: (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.) r� 1 s ti�T -r�e ev (revised 04/25/97) Pegs 0 of 10 u SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/97 SKETCH Of SEWAGE DISPOSAL SYSTEM: nclude ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) - 0 I � PO(-C-V-) I (r.vi..d 0i/25/97) Pago 9 of 10 • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 581 Main Street Cotuit Ma 02635 Owner: Newt Robinson Date of Inspection: 7/1 2/9 7 Depth to Groundwater& Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record _zObservatjon of Site (Abutting property, observation hole, basement sump etc.) —t---�Itermine it from local conditions heck with local Board of health Check FEMA Maps Ch ck pumping records Check local excavators, installers Use USGS Data Describe in your own words how you established the High Groundwater Elevation. (Must be completed) J.P.Macomber & Son Inc have installed many systems in this area. Water has never encountered at 121 468 Main Street Permit # 89-1162 Permit # 93-610 Permit # 85-926 Main 555 Main. I (revirrod 04/25/97) Page 10 of 10 ' F I t _ • �•..+�r+-n -T�T-♦.'n.-ntY'n 1TT T+�'rn'1.T'R:•.T+'•TT:TTnT AR1tJ tif1.1K.RT •'n.'�'.m-"C�irO T•'r..•r-�-'- -. .- . '1'OHN OF Barnstable WARD OF HEALTH � StJHSURFACF• SF. ?AGF DISPOSAL SYSTEM INSPECTION FORM - PART D CF.R'r1FICAT1O.',' � `� �'•.•-•- �•.•...-� '.��T.�r�l'A:TTT.'Tfry'Y'T'.r-'•1."IRRIRRI•r T..+Rt•11�T'•n�"P•".••'1 Tnn1•TTPrTlT9�•Tr�r- -rr.-• r• � �. -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRCSS 531 Main Street Cotuit,Mass. ASSESSORS MAP , BLOCK AND PARCEL # OWNER ' s NAME Newt Robinson PART D - CERTIFICATION t NAME OF INSPECTOR Joseph P. Macomber Jr . COMPANY. NAME Joseph P. Macomber & ffcn , Inc . COMPANY ADDRESS Box 66 Centerville , . Ma . 02632-0066 Strout Town or City Stet. tip COMPANY TELEPHONE (508 1 775 -3338 FAX ( 508 ) 790 -1 578 CE•,RTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system n _ this nddress and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : Sys tern PASSED (U 17M_A �G;)oe The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 , Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* \ The inspection which I have con acted has found that the system falls to Protect the 'public health and the environment in accordance with Title 5 , 310 CMR 15 - 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , lnspector SignaturePAR Date17 .lI� one copy of this c rt.ification must be provided to the OWNER , the BUYER Nhere applicable ) and the I30nR0 OF Ij1rAL1'J( . • ? C the inspect Ion FAILED , the owner or operator shall upgrade tho syote7 sir-hin one year of the date of the inspection , unless allowed or required otherwise as provided in 310 CMR 15 . 305 . partd . dcc W V 7 lr1 y '1 _ Sb"jY �71 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualiflcatiQns as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection_ Junc 8. 1995 Acting Dircctor of the ion of Watcr Pollution Control - o TOWN OF BARNSTABLE LOCATION .J��t- SEWAGE # VII.I:AGE '-�/ . �f ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. ' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS � s�BUII.DER OR OWNER PERMUDATE: 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(ff y wetlands exist within 300 f eac ' facili Feet Furnished a. cri. S C � � Ive-V-j 11-y A�2�s LEGEND EXISTING. CONTOUR sf Ac �s 'x 100.98 EXISTING SPAT GRADE a 62 PROPOSED CONTOUR 0 ova r H. j$� - OVERHEAD WIRES r e'lposf R PROPOSED EXISTING SEPTIC TANK W EXISTING WATER SERVICE Aa c��'To o� y ADDITION TO`BE REMOVED & REPLACED EX/STING LEACH PIT PROPOSED G EXISTING GAS SERVICE DECK s TO BE PUMPED & FILLED ® TEST PIT W/SAND AND ABANDONED ++ LOCU gao OR REMOVED N37`48+46 W = •b. BENCHMARK S + Qe�yaol quell 19 9.0 0 SHED T x LOCUS MAP - --1 9,47 4 s NOT"TO SCALE �;Or,g L GARAGE t, 9996 99, 5 GENERAL NOTES: / `> 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL X 97.75 X 99.05 1EXIS7ING 12' PROPOSED H-20 BOARD OF HEALTH AND THE DESIGN ENGINEER. . ( HOUSE(#581) p `� SEPTIC TANK CP 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \\ T.O.F.=102.04 99J3 \ PROPOSED H-20 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \ �\ ORNAME TA X � o '. D-DOX LOCAL RULES AND REGULATIONS. POND o 4 '" cA � ,;'.�99.90 Z _ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \` n ; 100.06 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE P H ?i _ ' DESIGN ENGINEER. LQ . '� x �97 ; b, , +� �.� .. CO 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING _7 1 .-I { 1 .18 (� ,,; � FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O O ' x 98.34 �� 99,69 Z <)7. p,_L�N O N ENGINEER BEFORE CONSTRUCTION CONTINUES. O I �\ Q B.\ -. ' i i i i i O N � Il 5.: ALL ELEVATIONS BASED' ON AN ASSUMED DATUM. 100.0��- r ' N x 97.46 1 `�` - TP_-' ' TP_2 _ ('1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF O GS ``� x 99.35 58:,;',�L...,:: 9➢_YL';v�' :.' 'lc " 31 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF tq,2--I : , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. U . 1 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.� . I + S�: ^.;i": '": " ' 8: THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. + 100.16 i APN; 36-20 " ' jo 99:8 - hoo.07 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS f +9.e4 �\;. � OF MASf9 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE (35+,946f SF) DIRECTED BY THE APPROVING AUTHORITIES. + 98.8_4 ' \ o PETER. T. ✓ (CALC) ��� 99.83 �g�' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY °f Y 9998. o McENTEE THE LOCATION OF 'ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING -a v CIVIL CONSTRUCTION. i 9870 99,26 X , 9983, No. 35109 11. WHERE REQUIRED, CONTRACTOR•SHALL REMOVE ALL UNSUITABLE SOILS �FGISTER ��� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND Z �FFSSIONAL \ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 0 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY THE DESIGN ENGINEER PRIOR TO :BACKFILL. 8.71 L230. 0 st'ne wall 99,3 9942 + 9�9713. THIS PLAN IS TO BE USED FOR SEPTIC' SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. S 2`45'20"E SIDEWALK +99,36 4 ioo.oi SIDEWALK 14. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH DEEDED OR SIDEWALK +98,39 0.00 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH INFORMATI P 98.09 98.27 98.50 EDGE OF` PAVEMENT 99.56 99.72 FROM APPROPRIATE 'AUTHORITY. r � STREETBENCHM�AW `. PK. SET PROPOSED SEPTIC SYSTEM SITE PLANMAIN . .. _� � N STREET, COT EL.=100.00 (ASSUMED) 581 MAIN S U T, MA Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD Englneering WOYkS, Inc. 1"=30' P.T.M. 113-12 PLAN REVISION - 2/13/1 - ' ' McLEAN, MARTHA J & JOHN S a' 581 MAIN STREET 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. REVISE S.A.S. TO AVOID EXIST. LEACH PIT AND ELECTRIC SERVICE. / COTUIT, MA 02635 (508) 477-5313 2/8/12 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.97.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S.A.S. GARAGE T.O.F. F.G. EL.=100.Of F.G. EL.=100.0± F.G. EL.=100.2t F.G. EL.=100.3(MAX.) /MAINTAIN ',2% GRADE (MIN.) OVER S.A.S. INSPECTION PORT S=1% MIN. O S=1% (MIN.) ® S=1% (MIN.) ONE (MIN.) •EXIS77NG (MIN.) _ „ 4"SCH40 PVC 4 SCH40 PVC 4"SCH40 PVC HOUSE(#581) s T.O.F.=102.04 1o°I 14„ s" 10.75" TO INV.=97.60 48" LIQUID INVERT L " LEVEL ADD INV.=97.17 PROPOSED INV.=97.00 5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' `'Q�`��p• GAS BAFFLE ' INV.=97.35 D—BOX SOIL ABSORPTION SYSTEM (PROFILE) - PORCH INV.=96.90 12 0' -- 26.1' PROVIDE NEW SEWER EXISTING SEPTIC TANK Ln OUTLET AT HOUSE AT ESTABLISH VEGETATIVE COVER OR, ABOVE, I NV. =97.80 BACKFILL WITH CLEAN NATIVE OR ww PERC SAND TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=97.33 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND INV. ELEV.=96.90 TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=96.00—� SIX INCH CRUSHED STONE BASE, AS SPECIFIED `4 OF NATURALLY OCCURRING IN 310 CMR 15.221(2). , a PERVIOUS MATERIAL = EFFECTIVE WIDTH-14.2' 3 INSTALL INLET & OUTLET TEES AS REQUIRED. E E F INSTALLED ON OUTLET TEE 5' MIN. SEPARATION TO G.W. S.A.S. LAYOUT 4 GAS BAFFLE TO BE IT EXISTING SUITABLE- AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. = MATERIAL T — — 9.1 — - BOTTOM OF P 2, EL 8 _ -USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH 63:25" NO SEPA RATION N BETWEEN EACH ROW & NO STONE -SEPTIC SYSTEM PROFILE 14 N.T.S. SECTION. 16 " DESIGN CRITERIA SOIL LOG 34.5" NUMBER 'OF BEDROOMS: 4 BEDROOMS DATE: FEBRUARY 3, Ir 2012. (REF# P-13,541) SOIIL EVALUATOR:. PETER McEN_TEE (SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.—HEALTH AGENT TOP VIEW DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP- 1 Depth Elev. TP-2 Depth so" END CAP END CAP DAILY FLOW: 440 GPD 1 0 1 100.1 q 0" 00.1 q " FRONT VIEW SIDE.VIEW DESIGN FLOW: 440 GPD SANDY LOAM SANDY LOAM END CAP GARBAGE GRINDER: NO 99.3 1OYR 4/2 10„ 99.3 1OYR 4/2 10„ REAR/TOP VIEW - - - B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW LEACHING AREA REQUIRED: 440 GPD = 594.6 SF _ To CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ( ) .LOAMY SAND LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. .74 GPD/SF 10YR 5/4 10YR 5/4 r 97.1 36" 97.6 30' HL L ARD, OHIO e 026 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-20) C PERC G Are 36HC DETAIL PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), (H-20) 36"/48" ADVANCED DRAINAGE SYSTEMS. INC. UNITS MUST BE STAMPED H-20 USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH MED. SAND - MED. SAND PROPOSED SEPTIC SYSTEM SITE PLAN NO SEPARATION BETWEEN EACH ROW & NO STONE 2.5Y 6/4 2.5Y 6/4 581 MAIN STREET, COTUIT, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 (Arc36HC Units) 25 UNITS x 5.0 LF x 4.80 SF/LF = 600.0 SF Engineering by: SCALE DRAWN JOB. N0. 89.1 132' 89.1 132" Engineering Works, Inc. N.T.S. P.T.M. 113-12 •PERC RATE <2 MIN/IN. IN; 'C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. NO GROUNDWATER'OBSERVED_ DESIGN FLOW PROVIDED: 0.74 GPD/SF(600.6 SF) 444.0 GPD - (508) 477-5313 2/8/12 P.T.M. 2 of 2 I EXIST. EXIST. PORCH PORCH r, H I UP' • - n EXISTING DINING E EXIST. r; HALL In ID A EXPAND. c A3 PORCH CLOS. I I r - IOU - NELYR EB TRIM BOARDS. CONT.RIOGEVENT TO MATCH EXIST. - 310' ,.. H'- .. NEW ASPHALT SHINGLES- NEW FAGCIABFRIEZE • �` _ 'Y= �= TO MATCH EXISTING 60ARD5 TO MATCH MST. NDERSEN .. - Ct35 TOP OF PLATETALL • _ PANTRY ¢d - CABINET m I O WALL OVEN I q EXPAND- --- �fi. ❑ ❑ ❑ ❑ _ REMOD. i HE -X I 3 K TC N - ^ii 1' th LIVING Pit 11 t Y'. Dw 4SP4D3S2D P—S.N _ I m ' y .y IT_ MST. - FtfiST FLOCR .. REMOVE _ SUBFLOGR _ I"'-��i CHIMNEY 61NF:LL E R, _ - (VERIFY KITCHEN J FRAMING .•. - _ . z ' I LAYOUT Wl OWNER) - - 'a - © _ EVFPORT BRACKETS • e I• NEW POSTS UNDER TO ,. ,; RIFV (VAULTED CEILING) I 3 - EACH ENO OF NEW - « FOR AV VJINCCVJ - - NEVJ PORCH RAJUNGS N£tY AtEK OR TI.IL9=RTECH ' EXISTING - CCILOR W OW IERS'� e ,R,Mwo/EARTGHLE%I8TRJG HT ELEVATION . Y i COOKTOP I'! 1 BEAMS CESK R I.G ` 1 I CLOS. 1 6 Lo . • AND=RSEN 28'x F8• C_'IY �' REMOD. *.. 12 - - TNR446 !� PKT.DOOR BATH'._ I x �• . BATH/L'DRY.1;® z�',6B MASTER EXIST. ' « PKT.DOOR. a .. ss BEDROOM ❑ COV It D W HTfR !j : a - i m ti•. y ° , v e ' h 1 I v t 1 AD _ Y TvnuS ANOERSEN C ____ _ _____ _ ____ _7 -+ :' • + .max 4 - _ >i NOERSEN NEW TVJ2446 NEW SUNROOM DECK N NOERSENAULTEDCEILINGJ u OERSEN ANDERSEN ANDERSEN JOERSEN - -a EXIST.� - FLOOR PLAN,y - LEGEND: . - -N£W GARNER BOARDS 2— 2'-tP 7,0' - ❑ ❑ ❑ EXISTING WALLS i0 MATCH EXIST v NEVJ 6:D1NG TO r O t . c MATCH EXISTING - CONSTRUCTION TO BE REMOVED nEw WINDOW SDOORTRIM � TO MATCH EXI STING NEW CONSTRUCTION , 11 Q SMOKE DETECTOR ©CARBON MONOXIDE DETECTOR ®HEAT DETECTOR REAR E L EVAT I O N ' t _ THE CESCNER SHALL BE NOTIFIED IF— } COTUIT BAY DESIGN, LLC THESEDRAWINGSP PRIOR AL DRAWING NO. 436REWSBAYDTER S NEW ADDITION/REMODELING FOR: SCALE MASHPEE,MA. 02649 NT ESEDRAWINGS RAE. INGSI FONSOR TRUONtNMTOR /4" 11-0 ( McLEAN RESIDENCE . , RJTHEEEDOF AN ERRORS OMION 1 `t PH. 5086\)I 274-1166COMMENCES WITHOUT NOT!MNG THE FAX(500�539-9402 TH SE JE AWINGS ERRORS OR OMRS IONS I THESE OfiAWTNGS ARE SOLELY FORTHE USE /� OF THE 581 MAIN STREET COTUIT, MA ACTOFO�NNERNOTEDP OTHER USE OF DATE THESE DRAWINGS RECUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 12/7/2D11 ARCHITECTURAL COPYRIGHT PROTECTION i-----------OUTLINEOF PORCH ABOVE --------- ------------ �. I NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I I _ &DIMENSIONS IN THE FIELD �- 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. DETAILS.&FINISHES IN THE FIELD WITH OWNER { I 1 I 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - - I � I FIRST FLOOR TO MATCH EXISTING -1 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I I A f I I I I STATE BUILDING CODE,8TH EDITION&IRC2009 I I I I I I ( 5.) 110 MPH EXPOSURE B WIND ZONE,1.00 ASPECT RATIO 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I I I OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD J I NEW P.T.2x 8's I I - I t I �T6•o.o. I I � I I I I 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY MORAN ENGINEERING FOR ALL PROPOSE9.) FOLLOW AD&EXISTING LL MANUFACTDETAILS URER'S SPECIFICATIONS FOR INSTALLATION OF ALL ---- f - I-Fl SIMPSONCOMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS&SLABS A DRILL a PIN NEW FOUNDATION I I I TO BE 3000 PSI n TO EXIST.FOUNDATION WALL , I • w rova BOTTOM I I = � _T � i 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W!OWNERS ON THE SITE 1 DURING FRAMING CONSTRUCTION 71 r I - 5 I I I 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE Tr I I I I I`-�') I 13.)SEE 110 MPH CHECKLIST WITH THE WFCM GUIDE FOR ADDITIONAL J I m -II RIOGEBE A pl I FRAMING DETAILS.'i'L/'- 14.)(2)JACK&(2)KING STUDS AT ROUGH OPENINGS15.)(3)2 x 8 HEADERS AT WINDOW&DOOR ROUGH OPENINGS UNLESS OTHERWISE NOTED 16.)ALL NEW WINDOWS TO BE ANDERSEN 400 SERIES WHITE W/PERMANENT INTERIOR& VERIFY LOCATION POSTUP TO RIDGE O POST UP TO RIDGE EXTERIOR GRILLES W/SPACER BAR.ESTATE HARDWARE&SCREENS OF SEPTIC LINE EXIST. FROMBEAM I 1 y FROM BEAM VERIFY ALL DETAILS W/OWNERS PRIOR TO ORDER PLACEMENT BASEMENT17.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF CONCRTIMASSACHUSETTS WIND SPEED MAPS CONCRETE F LALI ]2x t0 HOR.wi3 MNLIT UN LA1 18.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS b LOLUtANUNDER E IOF BEAM ABOVE ` Z cr - VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS WINDOW I : - W/OWNERS PRIOR TO START OF CONSTRUCTION SA-UT 3'P OPEN NGIN EXIST FOUNDATION FOACCESS INTO NEW CRAWtSPACE.VERIFY LONOTE:DROP TOP OF NEW FOUNDATION -J .oy TO MATCH NEW SUBIFLOOOR,N RI Y IN EXISTING SUBFLOOR,(VERIFY INFIELD � EXISTEXIST,0� - �P fl� IF REQUIRED). - ' HANG NEWJORTS FROM i I j IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS JOIST MANGERB I I - CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Es.( I m 'F - EXIST. - I 1 TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) i CRAWLSPACE I. FENESTRATION SKVLIGT CEI NG WOOD FRAMED WAL FLOOR BASEMENTWALL BASBENTSLAB CRAWL SPACEWALL n EXIST,STONE FOUND. 1 ,I $ U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE I WALLS LYI PARGING TO 1 I 0.35 0.60 w 20 30 EW3 FT TO 2 .CEEP 1d13 P.T.6x6PO5750N r 10-0 f 2 S REMAIN. ( ) 1TDIACONCRETE I B OW GRAIINDE.E U417 S ru 3 I - •y I J '� I�� a _ - NOTES- BONOTU ESE aI0 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. EL I I 1 I 7 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR PGSTPOST EASN EEU66 1 EE aACv I i I OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR Of THE BASEMENT WALL ACES POST CAPS I I I� 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS _ 4E11"I BNEW SOLID 2xB BLOCKING IN THE OUTSIDECRAWLS W40 RAFTER a CEILINGJCIST 6p S i5.,q. POSUO RIWE Q KB-oc„ALLOW SPACE FOR AIR (Z CONC.SLAB) ' 14dFFROIA BEFl/. SHETHINGFLOW ON HE UNCERSIDE OF ROOF F FOUNDATION PLANROOF FRAMING PLANNOTES:1.) ALL ROOF RAFTERS TO BE 2 x 12's --------- UNLESS OTHERWISE NOTED FASTENJO:STSTO BPSEMEN 2.) USE SIMPSON H2.5 HURRICANE CLIPS .8 TIES DOWB•CONCRETE AT ALL RAFTERS ENDS Hfi TIES FOUNDATION WALLS -I At.ASPHAL-T S'-S' FEW FW.OOTINGS 704 BETE 3.)VERIFY GUTTER TYPE/LAYOUT ROOF SHINGLES FOOTINGS TO a'P BELOW GRFD=_ W/OWNERS - 150 FELT X PAPER SHEATHING ' 2x 12 RAFTERS tSp FELT PAPER SIA:PBON II 2.5 HURRICANE CLIPS P.T.2x 10 LEDGER BOARD LAG BOLTED TO _ - WAD WASH 30 AIDE ICENYATER SHIELD SCUD BLOCKING WE(2)LEDGERLOK BOLTS BARRIER IF o.t.STAGGERED WI JOISTS MANGERS AT ALUMINUM ORP EDGE BOTH ENDS.SEE:RC2009 SECT.5D222. tS INSTALL SIB-ANCHOR BOLT$AT 2T TAAX ' W1 SIMPSON BPS SI&3 BEARING PLATES 1 x 3 STRAPPING Wf FASCIA,SOFFIT.a FRIEZE - BOARDS TO MATCH EXISTING CORNER TOA NS-1SOF EACH IX GYPSUM BOARD CORNER AND TOAB"MINIMUM DEPTH INSTALL TWO FULL HEIGHT BTUD58 TWO JACK STUD AT EACH SIDE OF ALL ROUGH OPENINCS - • 1 \ L Li - • TI'P.ix fiIVALLS VANCOW ED 2x6N'AL 2Bo' CORNICE DETAIL (ROIY'N OPENING) JAL.STUD ANCHOR BOLT DETAIL G,-,2,6 SELL SEALER SCALE:1/2"=1'-0" R.O. STUD DETAIL' 1/2"=1'-0" - THE OESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. COSTRUCTIN.THEOILDINGRTOF SCALE : DRAWING NO.: 43 BREWSTER ROAD WELL BE RESPONSIBLE THE FO THE LONTENTTGR • WILL BE RESPONSIBLE FOR THE CONTENT � MASHPEE,MA. 02649 IN THEEE CRAWINGS IF CONSTRUCTION 1/4" COMMENCES WITHOUT NOTIFYING THE c OI •t McLEAN RESIDENCE - � DEBIG AEADFGS ERE SOLELY FORTDN$. PH. SOU 274-1166 THESE OWNENGSARE SOLELYFER THE USE A � FAX(50 539'9402 OF SE DRANERNOTEOUIRES OTHER USE OF DATE : 581 MAIN STREET COTUIT, MA CONSENT OFTGS REIGNER LINER THE ARC HTECTURAI.CCPYRGETPROTECTON 12/7/2011 ACT CF 1950. NEW ROOF CONST. -2,12 ROOF RAFTERS a IF a.c. ' .510 COX PLYWOOD ROOF SHEATHING - CONT.RIDGE VENT -ASPHALT ROOF SH114GLES - ' -15LB.FELT PAPER 2.1 314`x 14'LVL -I I-HI-R BAT INSULATION RIDGEBEA61 ®SLOPED CEILINGS(R=W) 2.1 314'x 14'LVL RIDGE 60ARD - 2x6¢®16 P.c. -SIMPEON 2.5HURRICANE CUPS - AT ALL RAFTER ENOS ICED WATER SHIELD AT BOTTOM 12 12 3'0"0F ROOF - NEW1?GYP.BOARD Q5, -PROP-A VENT BETWEEN RAFTERS �Ss ON 1 x 3 STRAPPING -WIND WASH BARRIERS 16 4.c. -ALUMINUM DRIP EDGE 2 x Bb BETWEEN EACH RAFTER i0 PREVENT WINO WASHING iOP OF PUTE T P OF PL4TE FULL HEIGHT WALL �CONT.VINYL STUDS FRO.FLOOR SOFFIT VENTS - . y TO CEILING EXPANDED INSTALL SIMPSON DTT22 I NEW WALL CONST. NEW. DECK TENSION TIES WI KITCHEN 1.2x 6STUDS 16oc La NOTE:DROP TOP OF NEW FOUNDATION NEW AZEK O R TIMBERTECH SUNROOM - 1I2'THREADED ROD(2) ® TO MATCH NEW BUBFLOOR W7 THE RAILINGS fl OECWNG.VERIFY PLACES EVENLY SPACED I 2.—PLYWOOD SHUTHING COLORS tVlOWNERS APART ON THENEVIDECK6IR-20)BAIT.INSULATION EXISTING SUBFLOOR.(VERIFY IN FIELDPLYWOODSUEFLOOR, 4,la'GYPSUM BOARD IF REQUIRED). I INSTALL FLASHINGUNDER GLUEDfl NAIED 5.W.C.SHINGLE SIDING - 1 HOUSEWRAPfl DECKING 6TVEK VAPOR BARRIER(EXTERIOR) FASTEN JOI STSTOIRST FLOOR I T.POLYVAFORBARRIERIINTERIOR) FIRSTFLOOR BEAMW'/SINSON I DECKING ...FLOOR HB TIES SUBFLOCR j' I NEW 2x 1Da 16'o.c.-- NEW PT.2,G SILLVJI SEAL ER •. - AZEK tx 10 P.T.2 x 10's@16'P.c. NEVJ2x.tCs 16`o.c. NEW - NEW 9'BATT.INSUL(Ra) . 3P.T.2x 12 SEAM NEW - - - CRAWLSPACE CRAWLSPACE NEW B"CONC. , P.T.6 x 6 POSTS ON 1?DIA CONCRETE • - ' b FOUND.WALLS SIOFIPSON ABU662MlUL POST BASE Efl USE § - - INSTALL PEELflSTICK RUBBER MEMBRAlARDLA. NEW?CONC.SLAB ACEJACE6 ZMAX POST CAPS BETWEEN LEDGERAT GRADE LEVEL SHEATHINGIFF.1 . _FOOTINGSM2x4KEY PT2x10DGER BOLTED TO SOLID BLOCKINGED(2)jOISTS AN BOLTS ERSA - P.T.2x10 LEDGER BOARD LAGBOLTEDTO a 16"o.c.STAGGERED WlJOISTS MANGERS AT �BUfLDING SECTION @KITCHEN IF, STAGGERED JOISTS LOKBOLTS . BOTH ENDS SEE IRC20095ECT 0222 16'o.c.STAGGERED t�J LEDGs HPNGERS AT BOTH ENDS.SEE IRC2009 SECT.50222 As DECK DETAIL _ A3 BUILDING SECTION @ SUNROOM NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-1GO EACH END RIM,BOARD TO RAFTER(END(JAILED) - 2-16 d 3-16d EACH END - - WALL FRAMING. -. - _ ..• - - . TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-1W AT JOINTS APPLY CAUL(OR STUD TO STUD!FACE NAILED) 2-16d 2-16d' 24"ox. TAPE ATALLSHEATHING - - HEADER TO HEADER(FACE NAILED) 16d 161 16'o.c.ALONG EDGES SEAMS AND THE TYVEK F - VAPOR BARRIER FLOOR FRAMING JOIST TO SILL.TOP HATE OR GIRDER(TOE NAILED) 4-Bd 4-10d PER JOIST - BLOCKING TO JOISTS ITOE NAILED) 2-Btl • - 2-t Od EACH END APPLY CAI OR 6LOCKING TO SILL OF TOP PLATE(TOE NAILED) 3-t6d 4-161 EACH BLOCK APPLY CAULK OR ADHESIVE UNDER - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 31Ed 4-16d EACH JOIST ADHESIVE WHERE PLATE - JOIST ON LEDGER TO SEAM(TOE NAILED) 3-Bd 3-i Od PER JOIST INDICATED ` BAND JOIST TO JOIST(END NAILED) 3-t Ed 4.160 PER JOIST SAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-164 3-16d PER FOOT ROOF SHEATH114G: WOOD STRUCTURAL PANELS(PLYWOOD) • RAFTERS OR TRUSSES SPACED UP TO 16, o.e. Btl 10d 6'EDGE/6'FIEID RAFTERS OR TRUSSES SPACED OVER I6'o.c. 6tl 100 4"EOGE/4"FIELD - - - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Btl 100 6"EDGEIF FIELD _ GABLE END WALL RAKE OR RAKE TRUSS Btl 10d 6'EDGE/6'FIELD - W/STRUCTURAL CUTLOOKERS ' , DETA IL AIL AT WALL tY RAKE OR RAKE TRUSS WI LOOKOUT 6LOCK5 Bd tOtl 4 cDGE/4 FIELD CABLE END ALL E E � CEILING SHEATHING: ' GYPSUMWALLEOARD Ed CCOLERS — 7'EDGE/10"FIELD SCALE:I/2"=T'-D" WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUCS SPACED OF T024"OC Btl lod 6EDGEM?'FIELD 12"025T2'FIBER BOARD PANELS Bd --- 3:EDGE/6'FIELD - -_ 12"GYPSUM WALLBOARD Sd COOLERS --_ T'EDGE/10'FIELD - FLOOR SHEATHING: WOOD STRUCTURAL PANELS jPLYWOOD) , 1"OR LESS THICKNESS Bd - IOd 6 EDGE/1T FIELD GREATER THAN I'THiCKNESS IOd 16d 6:EDGEIFFIELD - - - THE DESIGNER SHALL BE NOTIFIED iF ANY Q NEW ADDITION/REMODELING�FOR• ERRORSCTION.OR THE IONS ARE FO--.1 COTUIT BAY DESIGN. LLC 01 HESEDRAW1NGSPRDRTOSTARTOF SCALE : DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILLS RESFONSIBLE FOR THE CONTENT 1/JL _.11_011 IN 4N THESE ORA'NINGS IF CONSTRUCTION MAS H P E E,MA. 02648 CDL;MENCES WITHOUT NOTIFYING THE PH.(5086`)1274(-1f166 McLEAN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS, _/J� FAX(50$)539-9402 TOF HESE RAWINTHESE GSREQURESTHER THE USEOFE DATE : A3 THESE DRAWINGS REQUIRES THE WRITTEN 581 MAIN STREET COTUIT MA CONSENT DFTHE DESIGNER UNDER TECTI 12/7/2011 - ACT OF EC�TDURAL COPYRIGHT PROTECTION