Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0076 SCHOOL STREET - Health
76 SCHOOL ST., MARSTONS MILLS . -- -- - --- --- - --- ---- -- -- A = 046 002 --- - - - { I I 1 �j/ c TOWN OF BARNSTABLE rA LOCATION / (O >Ct / S SEWAGE# ®]' ".0 -1 ,WLLAGE ,$°f0 N 9l I t ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY you aA j a' 1,000 9 rX I LEACHING FACILITY.(type) '-/-foc Flow 0_i nnlj ppc (size) NO.OF BEDROOMS OWNER IRO T l PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY t o e p se- C of ovS� J'Sov A - C = tq ` Bsc : a � $U K r7 4 No. ao! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplitotlon for Nsposal 6pstrin Construction j3PrUllt r "J Application for a Permit to Construct Repair Upgrade Abandon ❑Complete System Individual Components PP ( ) P ( ) P� ( ) ( ) P Y ❑ P Location Address or Lot No. ��- Owner's Name,Address,and Assessor's Map/Parcel A14YS Y1A.115 f a ~K I< I taller's Name Address,and Tel.No. Designer's Name,Address,and Tel.No. qZ —o c- ' w.I.SJ Type of Building: V Ae /.r q k eDwelling No.of Bedrooms �t '`� —s�-£Y�a^ Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S gpd Design flow provided �6 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. S� 1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed - .e Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. '1 Date Issued ---------------------------------------------------------------------------------------------------------------------------------------- No. Fee A " Entered in computer: ( r THE"COMMONaA►EALTROF MASSACHUSETTS Yes PUBLIC HEALTHI-VISION TOWN OF BARNSTABLE, MASSACHUSETTS CO t Cation for �IS�JDBAt-6pBtpm �ConstructiDn Permit FT Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `} Owner's Name ddre s,and 1.No. X Assessor's Map/Parcel W�Y Sdam) 1M� �S U "/ W`� 77 _Y �„ S !� I d- x. ' Installer's Name Address,and Tel.No. Designer's Name,Address,and Tel.No. K6VIAi SAIall<i2 q7z l�kj 1'. (n( Type of Building: (� C P Dwelling No.of Bedrooms t ize �' `` Garbage Grinder57 ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures _ Design Flow(min.required) 5 S V gpd Design flow provided 5716 v gpd Plan Date Number of sheets Revision Date Title Size of Septi � C �� Type of S.A.S. x-. - Description of So' Nature of Repairs or Alter tions(Answer when applicable) s r`,f Date last itsp,@cte: �_ ,Agreement: The under�igned-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 t place the system in operation until a Certificate of Compliance has been issued by this Board o alth. ,1 Signed Date 3 "1 Application Approved by Date r'^ fo l / Application Disapproved by Date for the following reasons Permit No. �� "-' C Date Issued ----------------------------------------------------------------------------------------------------------------- --------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of CDmpiiante THIS IS TO CWiTIFY at e 9�-site Sewage Dis osal system Constructed( ) Repaired( ) Upgraded(� Abandoned( )by me / C �/� , Ic at 7CD XIA has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.20 i'f 'or q dated Installer Designer #bedrooms 5 f Approved 91—h flow 5 gpd The issuance of th' e t sha n f be c strued as a guarantee that the system tvilhunct nJras design (/ Date Inspector // I ------------------- ---- ---ry-`-I ---------- -------- --------------------------------------------------------------------------------- ------- No ( �� 1 " �l Fee('50 t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Misposal 6pstem (Construction Vermit Permission is hereby granted to Construct( ) Repair( ( ) Upgrade( ) Abandon( ) X System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permi . -� C Date I `I L I Approved by J L SHED \ CORRAL \ \ 10� \ GAR N soh ELEC GARDEN \\` e^ E - --------- -------- METER1 \ I EXISTING �__\_i___ T----r--_l DWEi I 1 I p l l TCPLLINGFNDN� i �_ -1-i--I--i-� 1 EXISTING - 1 % DECK CD 3 i� ice/ i a. AS BUILT SEPTIC SYSTEM PLAN PREPARED FOR: LOCATION : #76 SCHOOL STREET MARSTONS .MILLS, MA R BEVIS. s � �cyGN SCALE 1 = 20 DATE 6-26-14 DAN I ELo A . OJALA No, 40980 off 608-362-4541 fox 596-362-9(i80 qN0 SUR E�O� downcape.com o a.-..o....�� wn cafe enykeerina,kc � civil engineersland surveyors 939 Maln Street (Rt 6A) YARMOU7NPORT MA 02675 ------- ---- ---------------- ----- JOB #13-100 DATE REG. LAND SURVEYOR tom".- -F, Town of Barnstable �oF`HE � Regulatory Services Richard V. Seali,Interim Director + BARNSTABLE, t 1639.S. m Public Health Division re�rnasa Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508••862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: / Sewage Permit#OZD( — Assessor's Map\Parcel Designer: 00W, e, '/40-n j(({, Installer: V 1 o ( M o G lam' Address: ?3 �/"�-p Address: On was issued a permit to install a (date) �f (installer)( septic system at ! � �J6a1 rN e� based on a design drawn by (address) z. 0-Y�, OJGL- PE AS dated ----- (desi r) i I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. V 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 &LocaI Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructFVIApliance with the terms of the I\A approval le ers (if applicable) ����!! z� DANIEL& CIVIL (InstalleA Signature) q No.46502 o ZONAL esigner's Signature) (Affix.Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doe t r-' Town of Barnstable P# D FtNEIp� do Department of Regulatory Services A BABNSTABL6, Public Health Division Date /[) MASS. p 9Q3 16 200 Main Street,Hyannis MA 02601 ArF �p � f l Date Scheduled v Time Fee Pd. So Suitability Assessment for Sew ge isposal Performed By: }� 4- Witnessed By: LOCATION.&-GENERAL INFORMATION Location Address 7/ n�/ 0o/ � Owner's Name /uJ( (. /N , ,�l/(n Address hJ /� Assessor's Map/Parcel:l �,�``/Z( J Engineer's Name (�01� �t/y e— NEW CONSTRUCTION REPAIR I Telephone# SO�J�6d r n Land Use er,1J4,4-�-t � Slopes(%) Q Surface Stones Distances from: Open Water Body A- ft ft Possible Wet Area �✓� ft Drinking Water Well Ila ft Drainage Way 6 —ft Property Line _�ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test h s&perc tests,locate wetlands in proximity to holes) *76 �0 M Parent material(geologic) U Depth to Bedrock 63y / C Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face A V 4' — Estimated Seasonal High Groundwater C* DETERMINATION FOR SE ONAL HIGH WATER TABLE 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 I vel Adj.factor Adj.Groundwater Level ERCOL. O� P �`II '_TEST -- Bai Time d,. Observation Hole# Time at 9" Depth of Pere G( Time at 6" Start Pre-soak Time @ /0 i Time(9"-6") End Pre-soak /Q 1 40 Gf q$ trey y Rate Min./Inch '� �� "�'/ A� Site Suitability Assessment: Site Passed 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 Hole DEEP OBSERVATION HOLE LOG #, , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven DEEP OBSERVATION HOLE L.O.G. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven -�a S L 444.41 DEEP OBSERVATION HOLE LOG Hole#'=,fir Depth from Soil Horizon Soil Texture Soil Color Soil / Other' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 1�16'=110 c C_ me DEEP OBSERVATION HOLE LOG ,F ;.,. ,Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No— Yes Death of Naturally OccurrinE Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas pbserved throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material?,.,.,- Certification q I certify that on�QL ! (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,expertise and experience described in 310 CMR 15.017. Signature Date I g —�/ Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE ' LOCATION 7G �cGtoo �r, SEWAGE # Z,tiVILLAGE IIVA01n97hGiS AlY Zlr ASSESSOR'S MAP & LOT O yG- Oo Z INSTALLER'S NAME&PHONE NO. 5'27-D 3`/9 SEPTIC TANK CAPACITY /00 (lel LEACHING FACILITY: (type) _ ,SO4 641 Glr,5/lS (size) NO.OF BEDROOMS 3 BUILDER OR OWNER Ali^ 9/1/t S PERMITDATE: 2, ? —O0 COMPLIANCE DATE: a a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachi g facili ) Feet Furnished by .+.- � � . .�, .. 3^;� �0� Y • re �i 01 ' '�- � A /�I 1 � x >.� No. t��/�� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppftcation for Oigooal *r6tem Cottgtructfou Permit Application for a Permit to Construct(vTRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 74 SGG��p� 5rp,_e_)" Owner's Name,Address and del.No. Assessor's Map/Parcel C Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. cja,5 epli 0-c 60'ri-0 Type of Building: Dwelling No.of Bedrooms -5 Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date - —Title - - Size of Septic Tank Type of S.A.S. Description of Soil 041y1/ Nature of Repairs or Alterations(Answer when applicable) "61 68 421 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 Certifi- cate of Compliance has been issued by this Board of Health. Signed < Date Application Approved by ' Date Application Disapproved for the ollowi reasons ` Permit No. v�Dm� — y Date Issued ( Fee —THE COMMONWEALTH OF MASSACHUSETTS ._ Entered in computer. " Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS . � Application for Mizpozal *pttem Conttructton Vermtt Application fora Permit to Construct(t-�Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. f G Sc4vol J-r e 7- Owner's Name,Addrress and del.No. Assessor's Map/Pazcel roo 5 -',/lS go`l CN r C-Q V I' o V& o.0 L. 7 014AH r01VS 1W, A Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ,- Type of Building: Dwelling No.of Bedrooms .3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures b ° Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date �- - Title r Size of Septic Tank Type of S.A.S. n Description of Soil Nature of Repairs or Alterations(Answer when applicable) iSTig// 2 -5 Ov r/ow U�c� <ii�l/s �iTti " y� Sroyt 'Date last inspected: Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 'i in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. r Signed ' Date 2- 8-oU Application Approved by Date z - 9' -dd Application Disapproved for theYollowQ reasons Permit No. .10670 - U � Date Issued 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( )by da.5c,474 Ve lloq~o.5 at 76 S,-haal St has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit all of be co strued as a guarantee that the s will function as d igneed. a Date Inspector // /Il l `" / --------------------------------------- No. a OC'D- 0 �� OyG °tea Fee c C� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wt5pozar *pgtem Com6tructton Vermit Permission is hereby granted to Construct(4,+Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: �, - �/ �d Approved by l �. NOTICE: 'This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) I, ej-e-4i d-e: 61011"--�r , hereby certify that the application for disposal works construction permit signed by me dated 2- 8-oo , concerning the property located at 7 G S'a�ga meets all of the following criteria: The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. There are no wetlands within 100 feet of the proposed septic system l There are no private wells within 150 feet of the proposed septic system r" 7ne a is no increase in flow and/or change in use proposed Ther¢aoe novariances requested or needed The bottom of the proposed leaching facility will not be located less than� five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S. gill be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facih ty will Mt be located less than fourteen(14)feet above the maycimum adjusted groundwater. table elevation, Please complete the following: A) Top of Ground Surface EIevation(using GIS information) B) G.W. Elevation +the�1gAX, High G.W. Adjustment DIFFER]::r10E BETWEEN ---- ' SD A and B SIGNED : -- [Sketch proposes'plan of system on back]. SATE. q:health folder,�erc 1 6- r 0 1 LP �ddo a o r �c�t ovl ...........- TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE 10-fc- ro ASSESSOR'S MAP&LOT Q'/ 002 INSTALLER'S NAME&PHONE NO 5; WM SEPTIC TANK CA, PACNY. /000 LEACHING FACILITY: (type) (size) �9,,5 NO.. OF BEDROOMS BUILDER OR OWNER PERmrrDATE: o' 0 0 COMPLIANCE DATE: 2-/S-00 — Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachi g facility) Feet Furnished by —--------------------- 10 i�o 77777-77 J, AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION lG �' Boa �t, SEWAGE # g241 J VILLAGE 10-1,�rs7b,�iS ASSESjSOR'S MAP& LOTS- 002 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1,900 LEACHING FACILITY: (type) .2-100 (size) °Z5—A /3 NO.OF BEDROOMS 3 BUILDER OR OWNER /.^,V/5 PERMITDATE: 2 9 —o o COMPLIANCE DATE: 2—/,5--0 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leachi g facility) Feet Furnished by a 0 • http://issgl2/intranet/propdatalprebuilt.aspx?mappar=046002&seq=1 2/6/2013 LOCATIOh400/ SEWAGE PERMIT NO. w 7 VILLAGE /I.#f? tow mil,/�s �Ja INSTA LLER'S NAME i ADDRESS Tos`Ph S 1)vita fr� r'1�3Rsfiv✓ /Yl,<�s /'fA / B U I L D E_R OR OWNER R66car 4w,s A /hJ¢Rs fAl DATE PERMIT ISSUE°` ,,. DATE COMPLIANCE ISSUED s e c3 C7 `� Adl ladf D,Pao} ,�- .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -•........................................OF........................................................ Appliratinn for Mipviial Works Tonstrnrtinn Vamit Application is hereby made for a Permit to Construct (l%) impair ( ) an Individual Sewage Disposal System at: 7&....... o(..... ::...: ��s ►GCs...................... � z -Location-Address or Lot No. ........ �R 1 ... ¢,d.l.� .............. ............................... ...__...__._........--- ......... -............. ----------- ------- •---------- .. -�- O Tier Address Installer Address d Type of Building Size Lot__JJ.&f__p,0tl_.._..Sq. feet U Dwelling—No. of Bedrooms.......... _________________________Expansion Attic (,W) Garbage Grinder (&b) Other—Type of Building No. of ersons____________________________ Showers G-� YP g ---------------•----------•- P ( ) — Cafeteria �) a' Other fixtures ...................................................... W Design Flow............................................gallons per person per day. Total daily flow..._._._____3&.P....................gallons. WSeptic Tank—Liquid capacity./P .U..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....../............. Diameter......4�r.......... Depth below inlet.......(_........ Total leaching area..,2 7.._...sq. ft. Z Other Distribution box (j/Ge) Dosing tank ( ) ~' Percolation Test Results Performed by------------.............................................................. Date................................... Test Pit No. 1....i?.:.......minutes per inch Depth of Test Pit--lYY..r�.... Depth to ground water----&).PjVZ....... f34 Test Pit No. 2..... .7.....minutes per inch Depth of Test Pit__,t`Y-Y...._.... Depth to ground water._."...lyF....___. ��// 4 w ................................................................................................... .................................................. O Description of Soil..................L,flapf)... ........:7� ?.......Y `................................. .............. x v / � ..... /3d� ......7r....../' Y W W x ---------------------------------------------------------------------•------------------------•------ ---------------------- U -Nature of Repairs or Alterations—Answer when applicable......__=.................................................................................... --••••--••••-----••••••••-•••---••-----------•-••---•••••-•-•••--•--------------•---.....-•--•----••-...----••-•--••--••--•-----••---------•••-•-•---•-•-•--••-••••••••-•--•-•-•-••-••-••••--••--.••.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system im operation until a Certificate of Compliance been issued b the board of liealt . � igned . .. s•-::........ ....... .--. .-••-•-...........--•----•......G--- .........................--•••-..... a Application Approved B - G Date Application Disapprove for a following reasons:..............•-.....................-------•----------•------•-•--•-•-•----......-•-•-•-• -••--•••........._ .................................... .....•• ••-•--••-•--........•••••••---.._......_............••-•••.......••••-----•-•------...-•---••-•---•••-••------•---•-•••-••-------•---••--•--•----•--.••--- Date PermitNo......................................................... Issued....................................................... Date FEs... �................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................................O F......................................... Appliration for Diopooal Workii Tontrnrtion Errant Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...--•------•--•------•...........................••----................-•-..............--.•••... ...-•••-•-••...................••---•--••---•-•••-•----.....•-•---..........................--•••- Location.Address or Lot No. ..---•-•..............-----•-•-----.........-----...--••------••--•-•-•.......................... •-•--•-••-•••---•••---••---•--•.......•---•--•----.........•-----••---•......................••--- Owner Address W Installer Address Q Type of Building Size Lot.............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) QI Other fixtures ............................... . . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter-_-----_._------ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------------_------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water..................... �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------------------------------------------------- --.................. ---------------------------- •---------------- •------ •-------- -..... •---------------- ••- 0 Description of Soil........................................................................................................................................................................ x W ---------------------------••------•---•----•------•--------....---•---•--••-------•---•---•-..........................................................-.............................................. U Nature of Repairs or Alterations—Answer when applicable................................................................................._.._........... ................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Ce/ByZ liance h been issuuee�d bb the board of heal�t ApplicationApprov •. -••---......-•--••---•-......:••-•-----••--••••-•---------•........-- . � •• ------....Date ApplicationDisapprlowing reasons------------------•--------------•---------------------------...-•--------------.........._I...._............----•-•-•-•....--•-•-•••--•-•--•--•--- --------------------------............-----'---.........--••---------------------------------------------------••-•-•-••••-•••-......•----- Date PermitNo......................................................... Issued_........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF......................... ............... ............. (9rrtif irate of f omplittnrr { IS I CERTIFY, That the Individual Sewage Disposal System constructed (� Repaired ( ) ,t staller s been installed in accordance with the pro isions of TI �F 5 of The State Sanitary Code ?P6 !},ted in the application for Disposal Works Construction Permit No.___Q.._.7n �"`_........ dated.... �� .............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT/CONST AS A GUARANTEE THAT THE SYSTEIret 1All�L UNCTION SATISFACTORY. i�/7 Y�DATE........... . ............................................•-•----•---=-• Inspec ...-----------•---------.....---•-----•----.....-•---......-•--•-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF..................................................................................... No..�?. ... l....-� FEE........................ Dili '- 1 0 Tomit ulion Prrmit Permission is ereby grante �_In. ........ ................. to Construct or i an Indi 'dual ¢a is 's stem at No. ..... . ....... ............ `�'? -...�_......� Street as shown on the ap licati n for Disposal Works Construction Permit N ::.''— ......... Dated.......................................... �� ..................• ....... -•••-•••-. ..•-•-•-----------•••-••--•-•--•-•--••--•--••-----......_..... ................................. Board of Health DATE................... .....•------•---•-•---- i FORM 1255 A. M. SULKIN, INC., BOSTON r aF XF SNNc7S f oo.v i nn� AA of; a� moo c o • r I Z � ♦ �... b 11 /oo ya 'R gox �b Q4I " ,1 G 3 o 1,0/. ,, a"t) fie i q 81 M7T L-2�vA-no�vs &A�eZ oN 0 . --,D,. Af A0, ZXI sCI ron/ M.4QSTan/s �1/GGS� /�'l.95S P, sc e-c i " 40 D47;r S&P7 i� 1983 � � Gov .eE�: /.4E7•vG Lo T / �Z ��v► q,v a ,Q�e s s L.4+vE S/yb w.v a.v E' Y� r C«Ti FY Tf/A-s' s7-,E P�pos�a w? � XWOVD t770 N SjL�{pWN ON 77/I5 � LUIV TU Tff£ SE"T-$�CIG �g it, Z&-Mtd.,P4r ale uVTS 7V INN G/l:7 /r. r QA�N3Ti48Ge�. • SST /�i9B3 � C f- ��"� �s T•►,.c 8�iry -AW.V eev/s -P�ri�io•v s L.4+�.� Su,e y/oz s'Alerr 2 o� Z SHEZTS . ... . TOP OF FOUNDATION CONCRETE- COVER CONCRETE COVERS 4 CAST IRON 12 MAX. 12"MAX. • PIPE (OR 4"ORANGEBURG(OR EQUIV.) EOUIV.)- MIN. PIPE- MIN. LEACH -,' PITCH I/40PER. PITCH I/4"PER.FT. PIT o,e PRECAST � LEACHING n EL.'' 301.. INVE 1I T : . :. PIT OR SEPTIC TANK DIST. w S:, EQUIV. ,.• INVERT ! XECLAS ,a 3/4 TO I V2 1.CCiO.. .. GAL. IN V RT�A 1h11FERT �'' 4 Q .,.• « I.� EL WASHED STONE DIA.:td 1�41 PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY : 7. 7/e'�... TWE.!/:oo:4vs7 T coB/ BOARD OF HEAUM DATE .. �. TEST HOLE I TEST HOLE 2 ,$7" piv . � i P:S, EUGINl M ELEV. . . 99•L o. . ELEV. ..9�1r- . . Wq�pCargr! w 9.7M,SM DMA : Sub-Soi� Sc+6 3a t. ' . NUMBER OF REMOOkfS "3 &Z,%.63 TOTAL ESTI MTED FLOW . . 3 . . , GALLONS/DAY BOTTOM LEACH4,*G AREA 78 Sn. .SA.FT./PIT NE>D. /yED. SIDE LEACHING SQ.FT./PIT SA'va 3� LEACHING AREA . .. .��-S� • GARBAGE DISPOSAL (50% AREA INCREASE) TOTAL LEACHING AREA . SQ.FT PERCOLATION RATE lt3s. +. Q. MIN/INCH — — L&CMMG AREA PEN PRERCOtATtO* i�t .fib. SD.FT. ./�o.MIAT£R ENCOUNTERED * PH`S . . . I$,T',IA✓TirJS✓. uam or 4i wwKs - . .. . . : . . . . . . . I) D OF t ... . . :3. . T tf tllaftT E OF/yq ADDITION T— y _ c . J IY J .....1 Lit I i:.: I '.... , , -.�I I - , _. 1, f .... 1 J I-J I ,,j r r r l 1 r,l -� Il :I :i li (IJ II Lh 1 l! 1J r(i / J,.>-:.,'I.'r-:.",i,...__:__-._i:';..'Ij.I_..:...I:..:..1;�.Tr...,_,1._r.,„II I.":-I'.ti,.'J.rI',:.I,•,,.I';I-;-_I,,'�.III_._.I.J,.-.-.�.,I..uAIr1-,I(i.L,I.,..,I_.I-__.II_-_-..-teI,,r�.,r.:.I._.I.:..1_...,-�t rs I.,:I.7.-1II:I..r.�,.I:-;},-.'�;,.,,.-.,I(J-�..:i__I L,:�...s:....1,_._11 i.l.._,lf::.,.!...r-i.!l,rL:_:-I-:'':-I:],l-.I-Ir,!.I."r,.,(it JI Il i..IJ.�.L I.1II...,_L._:_.r_._._.._:.-..:;I I:�I r:..1,I,fi,1:-.1,.t;..._.II1.�.r:�:'.,..J.IJ...I.,.7.1,I.I..,....L...(....'.-__._.-.._.-,� ...-I,.,-.,_._.>.•..!4..,.Ij I r1.<-•.`t.L x/;..:.I.I_J.,II.,_1 fI'..I1,I!..IT I.,,_I_..I.:__I_..__L:.�.�..,_..I.I..;..L,:_......t...I r I,.I1_1_r...a:r...iL i'..r.I.—I..r I:_i,..:II.:.:I,,.,I..._,,.-__.i„-.,,.,�._—r.J,1I I!,1 1,r I.I.Jy,,I,•.�_.I,(II_,_>.II I.s...',�.,:.._._...-__;,....-�.::L:1,11I..,.—,1_�.t......,.rI.I.1..I_r.i.-I2i.,.;�.I....,I...,,I,-:..1.I.1,.,:.-•.1,_...,.,I,I,.:,.:.......�:_....,.::_:,:,T.-,......_.-.T...1,..._r.r1-I,1i.,.:II,,..'.rr.,J._ I,,..r-I,I IL-.,1.,I:...:2r....,_:..•...:,�.1:,.�.I'�.-{._J.I,Il_ r.�s.,,_r_'__�:s._.,,._..1.,.,...._I.!_.r,..I..}Ir1.,',_._,r�.:i-.:IJ.,_I J...1,;,....,.,_.�_......-:I,...r-.JI;Lr..,.I,..L.'.,�..,,.._:.,....__.-..,.,;.:,,;1.,.,...,:.■-,,._.,..IT_,,,)..�II_(lir r lI1I 1. .I;_.�.._}_.B-_�,_:,•-..,.-I,-......,.:...I.-...,:� .'..W.,.•_::.,....I1.;,I.J JAI..,I,.,1.'T-1I-.,r;_I,._E,I.,.-..-.I..N_.),.i,..'�.._..--.—..1I.I.,I.-._,L..;-__..-_:.I',..,t•I..:I.-:i.__:.--._—.:,-.1._:I`,..,r.�_.—._.:._..1..S.—.I,.,,..IL_._.-,�I—,I,I,,.-tI r I.—r�.:.,_., I.C.lI.!r-I.,7—{L_I:.:IL:..._I,}.._._;;:.:-..,....�.L_..:,.;.-_�._..J.....,:r,..,�,.,:I I1❑..IL..I....__.�....I...'I_I:;:,:;Ii:-:..•s-!I,I'1I..�I.!>I,.,.r.,�I,,.I_I,-,I..1.J�.rI,,.f....,J..1...:,.,,.,.iI...-,II. -.t.:;.:.1_I tJ.,1 T'.,.l,,Z.r!,II r_IJ•,Ii•I'.,;r_.�...I.-i,l1..I.r1._-.._.y,.:-:I,._r.,.,=:I.,I.r,-,.1...:.I.r J_..-xI.,:...r,..,I_:i.�_,,,.l,'II I,„If1 A 1i_rr,.,:L_1.T...:l,;..:..:_..I.,....`__,`I___.- IrI rL,r-_."-I•!I.i!lr1 r(,..I..,_Ih IItT.,!_,.•;-,_.:,:..J..�,! t. I I .1� .L _..'. . ,E1..r-�I:tI�.II.:i_:.,I.,-X,.:.:.-I_.:s SII.I!-.-1,,.•;rrT ....T........,,Y..I C1.Ii A.',(L- r r l ARCHITECTURAL T_. .>�..�. I2 IiI6IJIJ .: A../.S.P1I,-...HT. A I.:ILIIT, I,SHINGLES H')_•.(I_IINti,I G.- - L.IE 1 1 I J ill, I S TYICAL 7 _1 ,. ( .1 .1.E�mr L\i_•-PSa.i...R_.«.'.E;,G.!,U I G,uoG I1.G:.\R s\Al"nEaI�P oR 1Va Il1/A,'.e`A I'�.(I, I l l I.r..�'.-..-.. ....-..,...-. I,* T AJ f L .rI./JC - ARCHITECTURAL ASPHALT SHINGLES L 7J :,r , GE 6 WAT'EF°ALL VAILEY9 -.-: .�_ .,�! NTERSEO tONS r , TYPICAL- CEALLINTEHSEC7ION PRA SIDE YP 1xz/iX6 RAKE BOARDS ALLVA UPn1'EA,SIDE-TYP ... I I, .JI —� . I (i J L 1 ' TYPICAL-(EXCEPT AS NOTED) TYPICAL 1 " N. YI_1a.1 r�,E')•r�.,T. -.a. :.I1. —.. J_ .._I.L1 ...I!...I —�L1l I t1LrtI I I " ,t I.. i.1 _ I1r, JJ J I- _.._ �._. ,,...r...- .i..` .'r -,l%,i ..t r1J1, .<._ FAS 5 - r WHITE CEDAR SHINGLES . J.. rr,il ,.1_t _.i MATCf i EXIST. .�t...... ' .�1. ...a.J.. .. 1. . ..:.. � SOFFIT DETAIL i MAX.EXPOSURE I _ 7 r jj I TYPICAL MATCH EXIST.FASCIA J , � I,, I I I ,rT. Lj _,, TYPICAL_ �':; 1XaWINUOVVTRIM TYPICAL- - -r 1X4WINDOWTR ,. 1 CIf TYPICAL SOFFIT DETAIL H In , "T, J. T CORNER i I. TYPICAL- BOARDS COflNERBOARDS r r 1X5/1X6 RED CEDAR CLAPBOARD 26-0" 4"RED CEDAR 24 0"ADDITION -o— EXISTING s'o ADDITION s'-s+�" NG-8 @ ADDITION EXISTING NAILING-8d @ 6"EDGES 12"FIELD EXISTING PROPOSED FRONT ( SOUTH WEST ) ELEVATION PROPOSED RIGHT ( SOUTH EAST ) ELEVATION SCALE 1/4" = 1 -0" SCALE 1/4" = 1 -0" It t-, t I I 1 ICE a WATEn•ALL VALLEYS ARCHITECTURAL ASPHALT SHINGLES L III WALL INrERSECT10NS I 1.. UP 4'EA.6IUE.VP ' TYPICAL- 1X2 1X6 R AKE BOARDS . 1-3" , . I 1L I -' , TYPICAL-OTED)TYPICAL (EXCEPfASN _1 ; 1, L IST.FASCI1WHITE CEDAR SHINGLES 11 r r FFITDEAIL i T ._ 'MAX.EXPOSURE .• .-" _i I., - , : —TYPICAL : MA CHCXIS7 FA ! SOFFIT DETAIL L J J i 7� �L I. I.i TYPICAL-J U 1 _ I I _1X4 DOOR&WIN -I TYPICAL- SCIA 1x4 DOOR&WINDOW TRIM1 I�1_ _J ��J._.r TRIM .I I TYPICAL, 1X6 CORNER BOARDS 1X5/ IL [:- --- AILNG @6D EDGES/12"FIELD....... EXISTING ADDITION OLN ASSOCIATESNAILING-6d@4EDGES/12"FIELD PROPOSED LEFT ( NORTHWEST ) ELEVATIONOD DENNISSPaRT,Mg PROPOSED REAR ( NORTH EAST ) ELEVATION SCALE 1/41 = 1 -0 R 508-775-4300 email-olsondesignQ v .: :: e ri zon.net SCALE 1/4" = 1 -0" OF BEVIS RESIDENCE 76 SCHOOL STREET MARSTONS MILLS,MA9SHO No.3 MARK WENZELL-BUILDER REVISED JUNE 22,2013 ELEVATIONS MOVED LOCATION OF ao. PROPOSED ADDITION �JUNE 22, 2013A — IA ll II - II ll II Ij I Ij SET BACK UNE� "--- I 1 0 ZACTUAI S BACK LINE '.wl J I I II �7'-6"ADDITION-------- --- 7-_p,� 10,_6" u.,/ GfIR'T p+SOFPTrB SIDING/ (L DVERNANG I I RA/fE 80ARDS I O (V 24'-0" - 12'_0" �""'----- LIVING I I "o 36'_0" �I I __ b j - PANTRY - Z I 0 1 ENTRY �' o ITCHEN I II IN I j M Z I 0 LINII a -------------------- m I BATH 3,_6. jSTACK 4 j Wm -- p I N ' T OLSON DESIGN ASSOCIATES I —' OIlly DENNIS PORT,MA.02639 ATTIC .---i —_--_--._.— 0 4s LADDrssl 506-775-4300 email•alsondesign@vedzon.net I LMAM BED ROOM o BEDROOM BRAE BEVIS RESIDENCE j EET MARSTO S MIL76 SCHOOL LS,mA OFFSSIONPt EH 1 I VI MARK WENZELL-BUILDER - - -- - REVISED JUNE 22,2013 6'-OY+" 2'-83/Bn T-63nn 2'-83/s"Is 6-01A" MOVED LOCATION OF PROPOSED ELEVATIONS 25'_D^ ADDITION PROPOSED ADDITION D.O. No eE By JUNE 22,2013 —1/4"=11-01- : a • N 1 L j Y ` A) i 36'-3" m EXISTING FOUNDATION 17'-6" DRILL&GH-C,M •' i DOW- I----- - - ' _ _ i i - 16''10" cur New ---------------- - -- ACCESS OPENING - TYPICAL- --- 5/8"D.ANCHOR BOLTS @ ib10 56"C.C.MAX.-W/IN 12" o OF CORNERS EA.WAY 31/2'CONC.SLAB _ — O _ ---------- 31/2'CONIC.SLAB 31/2'O.COLS ON 31'X 31"X 12D. p CONC.M'S i io ----------------- ' _�___• UP i O 021co i i : : — — ----------- r — a° 3112.O.COLS ON BASEMENT `P .• O 3e•X 3P x 12D. CO zo CONC I`G'S I N 3 1/2'CONC.SIAB - - ----------- r - , --,I-- TYPICAL- 0 31/2•CONC.SIAB I 5/8"D.ANCHOR BOLTS @ c OT OLDEN DESIGN ASSOCIATES ;p 56"C.C.MAX.-W/IN 12" L DENNIS PORT,MA.02639 OF CORNERS EA.WAY Q 508-775-4300 email-olsondesign@verizon.net ---_.....,.__-..-__________..___ —•. BEVIS RESIDENCE ------- ------� -------- ------------ __ y asHOP 76 SCHOOL STREET 12'6" 12'-6" sTNoorT,:ea` p MARSTONS MILLS,MA 16'9" 12'0" EssioNN�ea �v 25'-0" �mrt� G MARK WENZELL-BUILDER 53'-9" FOUNDATION PLAN _ _ REVISED JUNE 22,2013 FOUNDATION PLAN ALL CONCRETE SHALL BE 3,000 PSI @ 28 DAYS a' D.O. SCALE 1/4" = 11-oII MOVED LOCATION OF I ALL REBAR fy = 40,000 PSI NO CONCRETE SHALL BE PLACED IN WATER PROPOSED ADDITION °JUNE22,2013 ------------------------------------------------------------------------------- ---------------- 17'.6" cp N i n TYPICAL BLOCKING CUT BEAM @ 48 C.0 ' POCKET — N e " M --------------------------------------- AX. o I II I, II N _-42)2X10 U ed ed U 4 r 11 @ X 11 0 co v I I N I I I I __-. ---� ------" I -- BEAM SHELF - o --------- - TYPICAL BLOCKING (2)2X10 @ 48"C.C. 0 0 _o 8'-0" vo °D t STAIR OFG. - ------- (2)2X10 I — — c, I 1 o III _ U X 4 11 N OLSON DESIGN ASSOCIATES MOD DENNIS PORT,MA.02639 Y 508-7754300 email-olsondesign@vedzon.net n Ferass9 ----------- 12'-7JM ---------I — — ZAIR- ----- ---- ---------------.._.........__...._..._.....__...---.._...._._...............--_.----..- BEVIS RESIDENCE 25Go —....--'- 76 Rosza zz A SCHOOL STREET TYPICAL BLOCKING " 9TRUCTURgL MARSTONS MILLS,MA @ 48"C.C. RFc,T f� 4 9g c5 E0.NG1`�P FLOOR FRAMING PLAN ----=------- R, (IIt�OI\1 MARK WENZELL-BUILDER SCALE 1/4" = 1'-0" REVISED JUNE 22,2013 1 FLOOR FRAMING PLAN MOVED LOCATION OF eay, PROPOSED ADDITION ° ° _ C keE By. �JUNE 22,2013 "� 53,•6" ...... .........._..........._._..-...........--.-....._._.._.-...__._...__....._.. -- -'-- ADDITION 1T-6"...----------- ------------- - 36 0 I .... _........._- . ........ ...._. .... _-- .... -. .-......_....._.. -..._-.. .....--_........._._—..... _�........__- I o al N � N 17'-6" TYPICAL-BLOCKING aW C.C. PLUS O CEILING TYPICAL L(2)2M WINDOW &DOOR HEAOERS -- _-- N I I m ---- TYPICAL-LSTA 969 — -- -- U EA.RAFTER U - cs10 = =19 g II o II r ©N 0 2 �Ds 16" C. a =I 9 U Lu O 9 r N � Q � Q N N N ; ADDITION O q o � gq 4 N U QGO U DITION 12'-0" O w N N 53'-6" X N X OT OLN DESIGN ASSOCIATES N .ILJ, DENNISDE PORT,MA.02639 508-775-4300 email-olsondeslgn@vedzon.net _- BEVIS RESIDENCE TYPICAL-BLOCKING W C.C. I 8000RHGDER$ BrRULruRgE 7V SCHOOL STREET `�' PLUS(ICEI ING 7/B" N°.:B°B° eC[ MARSTONS MILLS,MA 12-57A 12'-6UB_ F HNAL LINALE I� EN�� \� ADDITION n V ti MARK WENZELL-BUILDER ROOF FRAMING PLAN REVISED JUNE 22,2013 ROOF FRAMING PLAN SCALE 1/4 11 = 1 I-o° MOVED LOCATION OF °y o.o. LAB [PROPOSED ADDITION JUNE 22,2013 suI°:1/4"=1'-13" RIDGE VENT W/BUG FILTER •'LSTA 12 2 2 X 12 RIDGE BOARD 51-0" @ EA.RAFTER 1 x6 TIES @ 32"C.C. 12-6" 12'-6" g_p (5) 5 10d EA. END 12 ICE&WATER"ALL VALLEYS 6 &WALL INTERSECTIONS- . 2 X 10s @ 16"C.C. W/1/2 CDX UP 4'EA.SIDE-TYR1z OR EQUAL SHEATHING —,6 (9) 10-d H2.5A H2.5A H2.5A @ EA.RAFTER BEAM BEYOND @ EA.RAFTER @ EA.RAFTER 2X6 STUDS 16"C.G. W/1/2"PLYWOOD SEE ROOF FRAMING &TYVEC @ EXTERIOR- 1/2"GYP. BD.& VAPOR BARRIER @ INTERIOR 11'51/2' 12 4" 7 61/2 2 X 10s 16"C.C.W/ 51/2' 31/211 51/2" 3/4"T&G PLYWOOD BED ROOM BED ROOM NEW ENTRY SUBFLOOR GLUED &SCREWED 2x6 P.T. SILL W/SILL SEAL &5/8"ANCHOR BOLTS (3)zxlz `^ (SEE FDN. PLAN FOR 811 23'-8" 8" 7'41/�" 8" A.B. SPACING) -- ----- — ------------------- ---- — 8"POURED CONCRETE BASEMENT FOUNDATION WALL ON 16'W.X 8"D. CONT. KEYED 3 1/2 LALLY COL. CONC. FOOTING (2) #5 CONT.TOP&BOTTOM 16"W X 8"D X CONT. KEYED 12'-6" 12'-6" CONC. FOOTING W/#5 — ...---- -------._--.-......----...----.._. .-----------I-.......-............ ._... -'— ..... --- --...----- ----- DOWELS 32"C.C. 251-011 30"X 30"X 12"D. CONC. FTG'S. NOTES: TYPICAL-ALL FRAMING AREAS------ 3 YtA MPhi E%POSURE B WI«U ZONE FLOORS/WALLS/ROOFS - BLOCKING @ 4'C.C. @ ALL ROOF, CEILING m"az FLOOR PARALLEL TO EXTERIOR WALLS - AT HOUSE WALL TOP PLATE LAP 4'W/10- 16d exagwAnrt � 11� i a-� ^ 2.-; m rum soars laa n lens-n nos) a•1Ro I �-1ed each erm z w 11 F I.9 3 1 'y.�.�-.,p�...,yws•- 1° rap Pl:Stud ide'et(1 api 9(Fow miss) d•tfie -mow rosma Focp neal I 2-Ise 2i. -idmn I" on wHena (F e•nenoel iee oes, m - RAFTER TO EAVE H2.5A Fl F miry o CONNECTORS REQUIRED: Jan em;iopPlm audp.lr - runoallFidta) 'e-na 4a1°o "peiaoW m PROVIDE METAL SIMPSON CONNECTORS @ ALL - RIDGE STRAP LSTA 12 a°a re1oJo1`IT '""°eel a-ea z-+°q C ea eaa p POST TO BEAM LOCATIONS,POST BASES&ALL s«wnp a 0 ir Top w m do Iwai also < a.iee t wook + z FLUSH FRAME LOCATIONS.CONNECTORS TO BE - ALL NAILING PER TABLE 2 GENERAL NAILINGToe•n0.bd, °°°°' ' •' ' ;oa¢ — E nd Jph4la Jd 1(End a1°d11Fp 1a) � atstl I�'4/sd �A. ratpu SIZED ACCORDING TO POST,BEAM AND RAFTER 110 MPH WFCM _ F REVISED JUNE 22,2015 SIZE REQUIREMENTS-INSTALLED PER MFR'S. sa ajoii1, In rap viola{ro n e11Fro-14) 2-1W } aise 0i iq INsraucnoNs. - ALL SILL BOLTS 5/8"D.W/8" EMBEDMENT f 6h '"'° �-'-� as --- wana s+ w 1 r 1 ~ + HOOK W/3"X 3"X 1/4" PLATE WASHERS aa« fi tlpae H Id MOVED LOCATION OF Iw vusaea apacua ovar is na. ee iaa'+ a adgb i, r Itl @ 56"C.C. &WIN 12"ALL CORNERS EA.WAY CIMI rcw Iirnk°°IrnkolmoawPopeNoo°manp' Btl 0e, 9 tidp°,8 H PROPOSED ADDITION gable eMwall mks or mks lrvm w/ewawml 9d 10d, i fi atlgo/8 rwfd _ - PROVIDE ECCQ, CCQ, CONNECTORS @ ALL oabf k 11 k k 1— /l—.1 brook ad ------------------_----- BEAM/COLUMN CONNECTIONS/WOOD/WOOD GENERAL CONTRACTOR/OWNER SHALL INSURE Syp nwalinoae.. Sdaaae , ap,;a Hmtlp THAT ALL WORK CONFORMS TO THE LATEST MASS. - PROVIDE HANGERS NAILING ALL FLUSH CONNECTIO_N..S E 1(J an&a,as N°aW rra bwa avu win "ap e OISON DESIGN ASSOCIATE S l a csctla pl rn a DENNIS PORT,MA.02639STATE BUILDING CODE &THE D ....._......... _........ _ .............. _ ana Yp _w n—*a:,, :` Nnx fitl aaala � ;dpa/t°'H o. ndasignQverizon.net s BEVIS RESIDENCE WFCM 110 M.P.H. -B WIND CODE CONSTRUCTION & ROOF SHEATHING 8d @ 4" CC EDGES/ 12"CC FIELD snoarylnp° - = � Ik, ,y ALL F THE LATEST LOCAL CODE AND ZONING I wood sl wrmr nola 1od ,oe a nepo'is Hma , WALL SHEATHING 8d @ 4".CC EDGES/ 12"CC FIELD Ms 76 SCHOOL STREET REGULATIONS. GENERAL CONTRACTOR&OWNER pr°^'°"^°^' sa 1aa 'fi"°4/a ,- n ° - MARSTONs MILLS,MA "-8d @ 4 C.C. EDGES/ 12" °ma°�"°" °�pefO «^a^e1e° per ro�m .d�• w.Ha1P�mmanl.. asR°R SHALL VERIFY ALL SITE CONDITIONS AND ALL WALL SHEATHING NAILINGNile.UMmoM1e wl«ory oJ,vi.ve 9aM o rl"mvv unwbe aa...em onap q,mvlla rteib WoquM1elaM raU""URAL w INFORMATION ON ALL DRAWINGS IN THIS SET C.C. FIELD, OR 6" C.C. EDGES/ 12"C.C. FIELD «^p «�a�a.�� pP m b wn.a «. a.a Ponlb W. P "° MARK WENZELL-BUILDER ES°S E°FQP 1st Fir. -2nd Fir. @ 6"cc EDGES/ 1211 CC FIELD ABOVE _. °n+E"°� _ ,Ea , MAKE CORRECTIONS AS REQUIRED AND/OR kewragivRrsrxl}n..nsrn°1nr1°h, ° ,I L�l STRUCTURAL SECTION NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF 2ND Fir. - 110MPH WIND CODE FASTENING ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS BLOCK./NAIL ALL BUTT JOINTS &NAILING SCHEDULE IN THIS SET ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP D.O.be. PLATE & SILL-7/16" MIN. THK. (`� JUNE 22,2013 (J `t s-1/4"=11-0„ 1 ( : 'T. Opp Is AS Y. : ' 4 t ..t. +. ,. ... ;�,::v";;�'A`..; --::c. ,.� .:_...:. y,,y-c..._rr - 'i •x,. a --n'r: - .y _ .-. __ .. .-.... - - ._ _. ._ _.. _..._., .y '. - l a r L - •s i V VIA •� y . ., ILI e yA lit Ail • t'r 1 v, L to ..... " -..._:_ '... ... ._ �,•^tom+ 1J�., _ _ � . , f ' f L ' 77, ( '•"� _' Yv _. . .._..__ . .. .... ........ _.... _. i r. > t ; r S, j THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA { � j ,r _. . , Y : 1 6 , : : ... � ;. ..,... _ � .',.. � .�.� � ,.y'{e.�lsu• .': .. �.is '� �' .... � — f i, I . " . . , �. . .. • _ :. . . a' , - _ . � . �, ,r , zr \ y ?: s: - . - _ .. . . .. . .. !�.'. r - .. �r 'I T ,t . -:'. 1. .- .,.y s s ws }: >h` S _ `Y'. { h 95r t. Y S Taal W I . -"Mn �jsvp� .�Q& . . '. +' L - q, �'y - 1> '4 t F fi 1Y )tIX l } g 3^#k Nn.CX+ 7 ' {. ,T �yy� s . r, r� w -3 ti J » Ah + r .-11-;,�,,_--".q.g�."_�.1�"�_t-I,..���-�.W+�!..rA',.�.�-o I,.L"_1 ,S�,,�:..-4.I,�I.,,,7�:,�. 5 1 ,. : +: .iJ';; �`v,,,s' ..: � '`* -�y•;1 � 4>�al J t .s.. :;4 ei3', '1�. I. a,,.ty 2 s -S � . ? II I. I. 1. I. -; e-..}r T � v ay; i J, s-� a "" ` H N . .. r" _ r; x�v' a } ji' F ., v ,� yv' x,.';., 'c 4<�t;` .- .-a, v,-:fie;'� b T t �r�Tr3 �ti3' s3 � 5 __ ,.,v 3 r -, r_. . f ,. > r a bT - .�� 4Y A ...i' a'h'-c 1 .. :.. .. - _ {._ :. e_.. ::..:� J .a t f/ .r'r — _ ._ - - - _.. _ . - {!- M :. ! .z _.. j} . (I . ,, >, M a ry 1 it L_ i { tl Y` : r ( k 141 •• y.. �.d.. - 'i'iueeTaaaYYlm' Il4'h - ., .. . .. _ .. _, .i -, .. f _ , yy :ti ly+u _ . .- :-:: t:„:.. .- f:h 1 v , R a. ... .,..yam w r t 't fFij I ' « - ' a ;1 r "r i > _ Td --a- _ Y.a..1. „� ( . :Y L :� S Y : - fi Xt p . . .:.'- .: - ,`t .. - ._ .. - v SYSTEM PROFILE MARK DS WITHCMAGNETICT APE OR BE iALL SHALL NOTES � (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1• DATUM IS APPROX. NGVD SYSTEM DESIGN: " " P c. Rac ACCESS COVERS TO WITHIN s OF FIN. GRADE 2 PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. E . 106.0' cLEANOUI UPSTREAM FILTER FABRIC OVER STONE 2. MUNICIPAL WATER`IS EXISTING OF ALL BENDS (TYP.) 105.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. � GARBAGE DISPOSER IS NOT ALLOWED MINIMUM .75' OF COVER OVER P ECAST 2% SLOPE REQUIRED OVER SYSTEM 105.0' 0 ��s DESIGN FLOW: 5 BEDROOMS 110 GPD = 550 GPD BLOCKS OR 4. DESIGN LOADING FOR SEPTIC TANKF�9� PRECAST RISERS TO BE AASHO H-10: D BOX AND CHAMBERS TO BE H-20 �C. ' 4"�SCH40 PVC F1 4"0SCH40 PVC ]_7 MORTAR ALL USE A 550 GPD DESIGN FLOW =1% MIN. H-20 PIPES LEVEL 1ST 2' COMPONENTS H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. _ RISER �4' USE 1 H-10 2000 GAL. 2 COMPARTMENT SEPTIC TANK 103.5' 102.34 =o" 14" 14" 102.09' ENDS (TYP.) INV' 101,02 SIDES 102.02' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ( ) yQ�o�o0o0o o ° ° ° 310 CMR 15.000 (TITLE 5.) As Mei ° ° > o o ° ° (EXIST) 1400 GAL t - 1-1-1-0 o ®®®® ®®�® ®®®® --®®®® ;0000000a ool 0 0 0 0 0 0� 6" MIN. SUMPo ° o ° ®®®®®®®®�®® ®®®®®®®®®®® o o ° ° $c COMPARTMENT 550 0 0 0 0 0 0 0 0 0°0°0°0° o°o°o°o° 14" TEE o 0 0 0 0 0 0 " o ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus GALLON 14" TEE 0 00000000o000 00 12 MIN. INT. DIM. o°o°000° 00000°oo w� cAs � ®®®®®®®®®®® ®®®®®®�®®®® BE USED FOR LOT LINE STAKING OR ANY OTHER o LEACHING: COMPARTMENT o„o 0 0„0 0 0„ N '°°°°°°°° ®®®®®®®®®®® ®®®®®®®®®®� '°o°o°o°o I SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD y W/ GAS BAFFLE 101.29' '°°°°°°°° I • i.. 1 01.1 2 ,00000°o° :.,000000000 ' PURPOSE. 3 99.02 O•poocE.p o BOTTOM 42 x 12.83 .74 = 398 GPD o a n o a n 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. i�er Rd MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.3/4 -1-1/2 DOUBLE WASHED STONE 4' M:TH-20 (4) UNITS REQUIRED 9. COMPONENTS NOT-TO BE BACKFILLED OR CONCEALED TOTAL: 756 S.F. 560 GPD 2000 GAL H-10 ST- ACME 12' X 6.5' OR APPROVED EQUAL " ALL AROUND PRECAST STRUCTURES 6 CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND � 4' LIQUID LEVEL x 11.5' x 6' INTERIOR DIMENSIONS COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.0 X 12.83' o PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) co 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH 4' STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP 95.0' BOTTOM TH-2 & 4 PRIOR TO COMMENCEMENT OF WORK. ( 2 % SLOPE) ( 2 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND NOT TO SCALE 11. ANY UNSUITABLE iMATERIAL ENCOUNTERED SHALL BE NOTE: G-W EXPECTED AT ELEV. 53t REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 46 PARCEL 2 LEACHING PER TOWN G-W MAP LEACHING FACILITY. FOUNDATION 58' SEPTIC TANK 80' D' BOX 12' FACILITY MA- H-10_ _ - I-L-20 __ _ _ __ - __ __ _ __ _ __ ____ _ __12. EXISTING LEACHING' FACILITY SHALL BE PUMPED AND � LOCUS IS-WLTHIN FEMA_-FLOOD_ZONE--C - - -- - - H-20 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. APPROVED DATE BOARD OF HEALTH i j f ZONING SUMMARY ZONING DISTRICT: RF DISTRICT t D *THE INSTALLER SHALL VERIFY THE L LOCATIONS OF ALL UTILITIES AND ALL MIN. LOT SIZE 150' S.F. BUILDING SEWER OUTLETS AND LOT AREA: 2.ss ACRES MIN. LOT FRONTAGE 150' f 99- EXISTING CONTOUR ELEVATIONS PRIOR TO INSTALLING ANY MIN. FRONT SETBACK 30' X 99/ PORTION OF SEPTIC SYSTEM EXIST. SPOT ELEV. / 1o4.s9 MIN. SIDE SETBACK 15� 99 N/F STEPHEN KERWIN /MAP 46 PARCEL 106 / \ MIN. REAR SETBACK 15 PROPOSED CONTOUR MAP 46 PARCEL 132 gcy / \ 105.65 N/F MICHAEL SANTOS TOWN WATER $66 / C� PROPOSED SPOT EL / \ / \ EXIST. BARN SITE IS LOCATED WITHIN ESTUARINE / PROTECTION, GP, AND RESOURCE TH1 PROTECTION OVERLAY DISTRICTS TEST HOLE BENCHMARK / 2% SLOPE OF GROUND COR BULKHEAD // \ 4 BEDROOMS/40,000 X 2.66 (43,560) _ EL. = 105.1' /// \ 11 BEDROOMS ALLOWED UTILITY POLE 103.77 / \ 106 .00 FIRE HYDRANT / \ I l SHED 10 99 \ OWNER OF RECORD NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING EXIST. CORRAL \ WELL+/- 6 \ \ ROBERT & ELIZABETH BEVIS / \ \ 76 SCHOOL STREET EXISTING �'� 04.49 �o� \ \ MARSTONS MILLS DWELLING s GAR N 103.82 1 �o� \ 03.71 PROP. 2 BR IN-LAW APT. ' 03.75 \ \\ \ 10 a 04.93 \ �.- .-=' .�% 105.93 l f R FERENCE ; - s- 0 95 ass• GARDEN \ S� ,> LE4C - /�.. .. �: 1 p4.42 ` Q - DELD 661K 3/99 PAt;E 231 h f METER' K �o -�- / r 105.22 10\.67\ 1� .- y EXISTING - �� 4.71 a ?• DWELLING 4.47 TOP FNDN. 4.4 ^`���.16 EL=106.0' H / u \\ '.0 r TH 2 / ��� I INV. OUT 05.43 / x. TEMP EL. 103.5 EXISTING �q.21 GARAGE x 1 C.O. DECK o 22 S ` o 1 TH a \ \ Ix• / y `��5.03 //� \ ti I'll f\ I G WI R E �� /" 3 AM 46 PARCEL 3-2 r ` EXIST. \ �� 105. i W. N/F ERIN STUART-GRILLO 1 \.36 ST `fit i x 105.32 05 08 SrQNE \ \ --�05.36 tx 05.66 C.O. 3 �O / /GG QR��� TOWN WATER x 1 .49 DRIVE \ % i �0Y05.37� i S C)p� x104.43 x1 _ 7Q5.19 �x1b5.57 x 1 .31 / .x 16 8 105.43 \ 105.57 05.47 r 3 X 10 .�8� x �5.41 / PROP. H-10 2000 GAL. 2 COMPARTMENT TANK (NOTE: ___X<0 2 05.33 NOT SUITABLE FOR VEHICLE LOADING) i I � 105.50\� 1 .93 � / j X_ M \ x x105.39 x 1 .37 \ 55�5.68 , SLEEVE SEWERLINE FOR 10' EITHER SIDE OF 105.44 / CROSSING WITH WATERLINE VE (x)105.49 x 1 .99 /���� I r 05.56 ALTERNATE BENCHMARK: USE x 1 .4 I TOP.OF FNDN. AT EL. 106.0' - TEST HOLE LOGS 200.84' x 1 22 �,�,�(-105.41 PROP. CLEAN-OUT 105.31 ENGINEER: ARNE H. OJALA, PE, SE 105. WITNESS: DAVID STANTON, RS SCHOOL O \'-a. 25 1105.31 . DUNE 6 2013 Off- STREET � 105.14 DATE: • PERC. RATE _ < 2 MIN/INCH TITLE 5 SITE PLAN CLASS I SOILS OF 1 ELEV. 2 ELEV. 3 76 SCHOOL STREET 0„ 4 105.5 0„ Q ,05 4 105.5 105.0 N MARSTONS MILLS ; g g B B sl sL sll siL PREPARED FOR 4 10YR 6/6 10YR 6/6 10YR 5/2 10YR 5/2 ROBERT & ELIZABETH BEVIS 26" 103.3' 30" 103' 48" 101' 48" 101' JULY 25, 2013 C C C c PERC off 508-362-4541 PERC fax 508-362-9880 MCS MCS MCS MCS downcape.com down cape engineering, inc. 10YR 6/4 10YR 6/4 10YR 6/4 10YR 6/4 r �a\�N OF i"qS %E��H OF/�qSS .'i ,s>' civil engineers so )NIEL �Gs<q �` DANIrLA. yGs Ian surveyors A � rE, O.IAA 939 Main Street ( Rte 6A) .i GJAi� m U I C111IL `n}�s'> 120" 95.5' 120" 95' 120" 95.5' 120" 95.0' ' ; ro "` o. 40 a, No.MI6 YARMOUTHPORT MA 02675 NO GROUNDWATER ENCOUNTERED t FEss\° T�: �;� r TeF � � Scale: 1"= 20' NO GROUNDWATER ENCOUNTERED ) � s/0 x � I DATE DANIEL A. OJALA, P.E., P.L.S. _ 0 10 20 30 40 50 FEET >3- 10D