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HomeMy WebLinkAbout0104 BOG ROAD - Health 04 Bog Read Marstons Mills A= 045 —017 - 006 I I i I II I Ile r) No. (/'� '� `� 1 Fee I� J THE COMMONW-ALT14 OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes litat,�l�l IOtt for -MI8p08aY *pstPIT[ CO1t8trULtI01Y PPrIIt1.t ~�CD � Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) mplete System ❑Individual Components Location Address or Lot No.tO4 13�5 Nk kc jj,M,t(S Owner's Name,Address,and Tel.No. /�(v ec ri Assessor's Map/Parcel 0 f(s — 1 f1 '1 G G 6 ��;�L �� Wei' es l�,� / 0 Installer's Name,Address,and Tel.No. `&J S ,, Designer's Name,Address,and Tel.No. is NOL CG rt U U�L�IS. l�S yr1,�-ncy JUo���v� oi5�32 :rj 7 2 6—7UG i4J ST c Type of Building: r' Dwelling No.of Bedrooms �Ze s d��t A' Lot Size L1 5 y C sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 337 gpd Plan Date ` Number of sheets Revision Date Title 0 A Sjt , I rv. Size of Septic Tank J OC) Type of S.A.S.i p-. Description of Soil Nature of Repairs or Alterations(Answer w,,hlIen applicable) it ��t L f, �P�. 44.1( 8-roo Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S• a I`1r 'T'TaK.. 6-4 1-A,-U(' Date W-/8 Application Approved,by Date __T Application Disapproved b �• Date for the following reasons Permit No. ,2.d — `��'�l Date Issued ti rn ryjj �f,°k+4'� .••�.3.. .::w-. '," :...2^+o�",y�+"'^�' �'�,,Y.�f- -i•��:�"-mr��^� ��ri+�r =.�t.�^y— .�..— ` .! :_rr.r.e;,�,,,, > _.•�.r% .:, .J,r�, _ .tom:.: � Y` 1. - - l ��' �,..�. Y*% . es No. (�� iik ; e�4 +' "`swtr .. ck .. w Fee r THE COMMONVM�aALT-11, F MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN.OF BARNSTABLE, MASSACHUSETTS Yes -0 �tlflcation for Vsposal *pstem Construction Permit Application for a Permit to Construct�)� Repair( ) Upgrade( ) Abandon( ) ❑�Gomplete System ❑Individual Components' Location Addressor Lot No.tU� y 1`cr �,g�, M;1(5O�ywner's Name,Address,and Tel.No. /V�ys�,t �c('�j!�4.i� , Assessor's Map/Parcel Q�{r — b'I "I U A (a t b ' we Installer's Name,Address,and Tel.No. Gr C S c �� Designer's Name,Address,and Tel.No. qa4 t,C11 jams, c i s A„- i4 1A1i1HJ- (0 CIS. lcs V,, 'k4-my Type of Building: Dwelling No.of Bedrooms l[ e S, *Al � Lot Size `t l) , �'1 C sq.ft. Garbage Grinder( ) Other Type of Building 3 ?t No.of Persons y Showers( ) Cafeteria( ) Other Fixtures �j Design Flow(min.,required) 33c) gpd Design flow provided 7,� gpd Plan-� DnDate �6 Number``of sheets Revision Date i 1"Titfe, OAS. eoll C • i C0U #e ms Size of Septic Tank V Q Type of S.A.S.4f-c4.< 0.•- AA Gt�I- C-L Description of Soil , t IQt S:', s do n G('� t �..1, It ✓ r T o� firs; _ r��•S t t s tr ��E l -.. — f, ' s 4Nature of Reep�ai�.rss;olr Alterations(Answer applicable) i'r�C�e !� tr� ♦'�t I�f ( . j.. '.i�+ .. �-77 a+ 11 Y t G'U\ �. (,e" �V l p,J1� )Efi �h S o�►C, Date last inspected_,. } G tAgreement: } }' t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions-of Tit1,915 of the Environmental Code and not to place the system in operation until a Certificate of E Compliance has been issued by this Board of Health. 1: Si . ed/� .� �. /`t t T —r.. wt �r��r S�o�.�LcC Date �-I-/8 . . _ Application Approved by 1 wir» 'd.- �l� �rt .MA / Date-.. Application Disapproved byv r*,. , _S P-¢ ur"4„Y• / Date for the following reasons t ! ` Permit No. 9 ell Date Issued V-,l ' r --- - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERRT,Iky,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) ✓ Abandoned( )by at ,V L1 tjotc CA has been constructed in accordance ` with the provisions of Title 5 and the for Disposal System Construction Permit N(oo&k-ZL i dated C�//T/✓G Installer t5CcA 4 54rr,, UC s�rr+�.. t A (�Z,,k,(�Designer ` 4 r_f #Bedrooms 3 Approved design flow /\ ??n gpd The issuance of this permit shall not be construed as a guarantee that the system will :cn'�tio 'as�desi ed. Date {0 g Inspector `/ f " yy No. ✓�Lr ' 28�� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstem Construction i3Prmit Permission is hereby granted to Construct( ) Repair( ) (_ Upgrade( ) Abandon( ) System located at Qpr, ra' /�. Lns-Al%�I ?A 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 a completed within three years of the date of this permit. p J i Date � � .- �/► v n 4�-�!' k'l��/I'L J Approved by 1 i TOWN OF BARNSTABLE LOCATION �o SEWAGE # _& ,VILLAGE YX"' As A ASSESSOR'S MAP &,LOTVgf-1012W6 INSTALLER'S NAME&PHONE NO. /ryt1- C.tr-C, SEPTIC TANK CAPACITY CSCkj � LEACHING FACILITY: (type) T44t IK!�T (size)3X 3 A X-L NO. OF BEDROOMS BUILDER OR OWNER G PERMIT DATE: `'l _ COMPLIANCE'DATE: �6 ` Separation Distance Between the: Ir l�O `IIIIII Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet fr a 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 Fac' ' (If any wetlands exist within 300 feet of leachin ty)� Feet Furnished by G r w tt aU 2d y ' r No. �1 THE COMMONWEALTH.OF MASSACHUSETTS FEAffl' BOARD OF HEALTH 9 W - OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT z Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 'V t+ Location �7 GL►F��ZD.Own�r'sNa. . me _ `,�/ �/'� C8 ,Map/Parcel# Address 1..+ Lot# Telephone# �'�L!#� c�ArRNC'Jk c0 1 uG Caller's N D sig r' a o Address Address u�� �-(oSl� 99- 39 :a2op Telephone# Telephone# Type of Building: Lot Size tt Sq.feet Dwelling—No.of Bedrooms 3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) I V gpd Calculated design flow 33D gpd Design flow provided"�pd Plan: Date Number of sheets Revision Date Title 0 N—S17fW S W 7RC- 0S ,S ,S Description of Soil(s) O Soil Evaluator Form No. Name of Soil Evaluator rt{'I M &oV>� Date of Evaluation L D DESCRIPTION OF REPAIRS OR ALTERATIONS ALTERATIONS The er and ' ned rees to insta the above scribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an fu g es not to pi the sys operation until a Certificate of Compliance has been issued by the Board of Health. Signed DateJ. Inspect s j c C'r cr FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 -- - - -------- - ------- ----------------------- ------------------- -- ------- - No. ZoC r THE COMMONWEALTH OF MASSACHUSETTS FEE AN MIwS BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) OComplete System The undersigned hereby certify that the Sewage Disposal System;Constructed,(/),Repaired( ),Upgraded( );Abandoned( ) by: at B�' 6 tZ07 has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. (o P I dated 5C��� Approved Design Flow 1 (gpd) Installer Designer:pk IGK rTomwK. GO "(ector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE�COM-MONWE�ALMH;OF»MA; S 'S- SACHU 'ETTS FEE A % . a v .. . . BOARD OF HEALTH APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION,PERMIT `- r Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components /04 �' Ez© I�.ti1ci/ 1� NiYT,G I �-'T�t' `Ts�1" , Location ` Own " Name ao 10, 7G44 F f�D HAe Map/Parcel# t Address Lot# t"t e Telephone# L L t'�- ?-14K e�tz-� �0 1 NG installer's Nam Design r Name 'Add - c� i S I09' wR11VW 5T WOK t" �0�0 ress Address c7S� -{�24s L409016V 'FOR- 01 Zoo Telephone# Telephone# Type of Building: Lot Size �'6 Sq.feet Dwelling—No.of Bedrooms 3 Garbage Grinder ( ) Other—Type of Building No:of persons Showers ( ), Cafeteria ( ;) Other fixtures Design Flow (min.required) ��/� gpd Calculated design flow 33� gpd Design flow provided�hgpd Plan: Date (c/ Number of sheets Revision Date «.., Title N—'S1 aG M'("IG i 5lro-5Ati S -S " -Description of Soil(s) '5� M - Soil Evaluator Form No.' Name of Soil Evaluator THW t�s0 QX Date of;Evaluation 2- O DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees;to instaythe above scribed Individual Sewage Disposal System in accordance with the proyisions9f TITLE 5 and/further g s not to place the sys, operation until a Certificate of Compliance has been issued.by the Board of Heal` Signed Date Ztl< _ Inspect* s 11 t 6 fl ; a,r rite; pp ...may... _ FORM 1 - APPLICATION FOR.DSCPV-1N--1 DEP APPROVED FORM 5/96,. v_j t No. �(J .��( THE COMMONWEALTH OF MASSACHUSETTS FEE -B6 4RD OF HEALTH f CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ['Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed ),Repaired( ),Upgraded( ),Abandoned( ) by: at A y 4 ano Kai y has/been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.,.,�0&,qAd dated �/SI��� Approved Design Flow _i'3T(gpd) Installer Designer: WyKy Y r-- AW6F= CO 10Itspector iDate ) The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM5/96 THE COMMONWEALTH OF MASSACHUSETTS FEE C 1l/I STON MILIL,(BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct-(,"") Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at -�' G-� k.bl� as described 4 in the application for Disposal System Construction Permit No.ZWO- 29L dated F- Provided: Construction shall be completed withmthree years of the date of this p+ilocal conditionsmust bemet.Date J fBoardof Health -- _ "( f FORM 2 - DSCP DEP APPROVED FORM"'5/96 FORM 1255 (REV 5/96) H&W HOBBs&WARREN TM PUBLISHERS- BOSTON THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA Town of Barnstable �tNe, Regulatory Services ti Richard V. Scati,Director Public Health Division i639 1�� iOrEp M. A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 X Date: 1100 Sewage Permit# 2 014�'^09; ssessor's Map/Parcel 17- oa 61 Installer& Designer Certification Form Designer: Installer: t.�i X Address: l0 G% T�/c.= �l X Address: Cl$ Qvt' inn„ Mk o24'is Y On ` t)2l 4 7r !S76�1� was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) dated_ cn� G Zy�� lam/' v�t�G�,/71JC19 / (designer) 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. Stripout (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) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance wit s of the I/A approval letters (if applicable). ' DAVID D. FLAHERTY, JR: n r� (Instalfer's Signature), 1 N° 21 $�gITAJ. R�P� (Designer's-Signature) ( p 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:loffice formsWesignercertification form.doc e , Town of Barnstable P# M/S Of1HE rbW Department of Regulatory Services Public Health Division Date 7 BAAN6TABLE, rl� � _ y MAN. cb t6J9, 200 Main Street,Hyannis MA 02601 L prED MPS r Date Scheduled Q �" Time `�1 Fee Pd. D s Soil Suitability Assessment for Sewage isposal Performed By: Witnessed By: i V, Gr^ r`- LOCATION& GENERAL INFORMATION Location Address_ 0H njpq 1 Mj%f1c, R.� �� VV�u rs larlg_ IMi.li S Owner's Nome 1-,'T li Address_77 Cl-i{f RA., W d les tc� 1Vl i l l5 Mess. o agt . Assessor's Map/Parcel:_.C3-4 p 1].-006 Engineer's Name_'Qovcr}er `"(dC NEW CONSTRUCTION X REPAIR Telephone# I-7 5.0 2 Land Use r-g 5, f"'b 2 Slopes(%) 0 - 2q 2 _ Surface Stones Distances from: Open Water Body ft Possible Wet Area U%X -j0D ft Drinking Water Well ft Drainage Way ft Property Line ft Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) plcRs, r'd f r r 4v crF cheaQ sk a 4-e_In Parent material(geologic)�1fte lj ou+ w1351, Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL 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 level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-sonk Time a Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed r 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:.HEALTH/WP/PERCFORM zo16_'061�dl DEEP OBSERVATION HOLE LOG Hole# Depth from .Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.°°Gravel) Joe k 2!2''-3 i' 1:04 r.y S.•N.� /d 5/2 S�/ — 3 /0 yR 9'= 28` �� send/���� ie see % — -Co 1« " Ni 4 a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel Y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel) DEEP OBSERVATION HOLE LOG 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 i/ Within 500 year boundary No ✓ Yes Within 100 year flood boundary No_V' Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? K If not,what is the depth of naturally occurring pervious material? Certification I certify that on r►I IQ1 5r (date)1 have passed the soil evaluator examination approved by the Department of Envirorunental Protection and that the above analysis was performed by the consistent with the required training, xpertise and experience described in 310 CMR 15.017. Signature SE- Z622 Date $ Q:HEALTH/WP/PERCFORM \ Town of Barnstable Geographic Information System August 9,2016 50, ✓ 045017004 #142 i 04 01 ` I 50160 r �. :. � 045017005 �' #120 54.52 _ . X . .... 4 0 9 .38 X" 61.06.. ..... X 67.6 045616Q05�" .. ..... ,., X..47 5 y4 57.6 X. 5 .2 O 045017006 #104/ p X 49 �F #110450176 1 .645012002= X 52 6 . #.85 56 67 X -� 045040 37 045041 ., • #s 70 Map 045 Parcel 017006 DISCLAIMERS:This map is;for planning purposes only. It is not adequate for legal d Parcel boundary determination or regulatory interpretation. Enlargements,beyond a scale of Owner:CUDDY,BRIAN C TR Total Assessed Value:$137100 Selected 1"=100'may not meet established map accuracy standards. The:parcel fines on this map B are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner MYSTIC REALTY TRUST Acreage:1.02 acres Abutters boundaries and:do not represent accurate relationships to physical features on the map Location:104 BOG ROAD such as building locations. : +rye : - : : Buffer Health Master Detail Page 1 of 1 m ^1�M! 4f. K` ?w {, ':.✓ ,., ���'.A*py �n Logged in As: TOWN\nniorandd Health Master Detail Tuesday,April 26 2016 Application Center Parcel Lookup Selection Items Parcel 1 Septic Perc I Well I Fuel Tank Parcel:045-017-006 Location: 104 BOG ROAD,MARSTONS MILLS Owner:CUDDY,BRIAN C TR Septic 1,2/19/2009 New Septic... Permit number: 2009035 � Permit type:I New Construction v Complete system: ❑ Issue date 2/19/2009 Complete date : Septic tank size: 1500 Type/Size of SAS: 2 rows of 5ehambers-contactor 100's,446 sf _. --1 Installer:Iselect Installer Card on file: ❑ I/A service type: ISelect service v Innovative/Alternative Technology type: Select IA type f Variance date : Abandon complete date : F-10 Abandon permit number: Repair deadline date Repair notification date :1 p`�1 Keyword: Comments: 3 BR. INSTALLER MUST SIGN AND NEED FLOOR PLANS BEFORE ISS� Delete Septic New Inspection... Number Inspection Date Inspector Result 0 Select Inspector �' Select result 0 Received Date Comments 4/26/201 Save Septic Changes [ Return to Lookup O' 1 http://issq.12 ii ranet/healthMaster/HealthMasterDetail.aspx?ID=045017006 4/26/2016 Health Master Detail Page 1 of 1 2009035j Permit type: New Construction v Complete system: ❑ T w Issue date : 2/19I2009 ; Complete date : F77777,7 Septic tank size: 1500 j Type/Size of SAS:12 rows of 5 chambers-contactor 100's,446 sf Installer: Iselect Installer ❑v Card on file: ❑ Innovative/Alternative Technology type: I/A service type: Select servce Select 1A.type j Variance date : 1 1 Abandon com lete date r Abandon permit number, _.. ... Repair deadline date : -I Repair notification date : Keyword: Comments: 3 BR. INSTALLER MUST SIGN AND NEED FLOOR PLANS BEFORE ISSUANCE OF PERMIT. (expired 2/19/16 per tm4/22/16-slc) n V i http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=045017006 4/26/2016 Health Master Detail Page 1 of 1 er He Logged In As: TOWN\miorandd Health Mauer Detail Tuesday,April 26 2016 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 045-017-006 Location: 104 BOG ROAD, MARSTONS MILLS Owner: CUDDY, BRIAN C TR 1 i '3usiness name: _ � Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms : � 0 Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes-, Return tolookup Parcel Info Parcel ID: 045-017-006 Developer lot:LOT 5 Location: 104 BOG ROAD Primary frontage: Secondary road: Secondary frontage: village:MARSTONS MILLS Fire district:C-O-MM Town sewer exists at this address:No Road Index:0151 Interactive map , Town zone of contribution:GP (Groundwater Protection Overlay State zone of contribution:IN District) Owner Inf-D Owner: CUDDY, BRIAN C TR Co-Owner:MYSTIC REALTY TRUST Streetl:77 CLIFF RD Street2: City:WELLESLEY HILLS State:MA Zip: 02481 Country: Deed date:6/15/1986 Deed reference:5164/271 Land Info Acres: 1.02 Use: Vac Land MDL-00 Zoning:RF Neighborhood: 0105 Topography: Road: Utilities: Location: Construction Info[Buildinq No ear Buil Gross ArealLivina Area Bed rooms Bath rooms Buildings value:$0.00 Extra features: $0.00 Land value: $137,100.00 http://isscil2/intranet/healthMaster/HealthMasterDetail.aspx?ID=045017006 4/26/2016 --03!No. THE COMMONWEALTH OF MASSACHUSETTS FEE 1� BOARD OF HEALTH 1 APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (,oI Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components KD , NAKS TD N M`l.f� sTl M oc ion Owner's Name �9)A- 10, 'J 7-7 W'oames Map/Parcel# �— 611 r r „Acjdressy� li / i I (I� 31(C� Lot# FTelephone# R"N6il Installer's Name Designer's Name Address Address no 393 3Z" Telephone# 9 Telephone# Type of Building: Klan Lot Size ( Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flcw(min.required) gpd Calculated design flow'W gpd Design flow provided _ 10 gpd Plan: Dated Number of sheets Revision Date Title Description of Soil(s) CAdQJ Soil Evaluator Form No. Name of Soil Evaluator PIA6 MQX. Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees two all tk d—q��described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an r.agrees not to placg the systteem-ir peration until a Certificate of Compliance has been issued by the Board of Health. Signe �I��l�'" i' Date A Inspections4:0011 oer FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 —————— No. r� THE COMMONWEALTH OF MASSACHUSETTS FEE 15i Lk.I� TI BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) 'Aomplete System The unders_gned hereby certify that the Sewage Disposal System;Constructed 4ol,Repaired( ),Upgraded( ),Abandoned( ) by. at has been installed in accordance w�thepions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No ted Approved Design Flow(gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ------------ ---------------------- ------------------------------------ No. l/ SHE COMMONWEALTH OF MASSACHUSETTS FEE .fit`5Tt31i -BOARD OF H E A LT H DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby ranted to Construct (/� Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 i FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON r _ No. 03bTHE{ COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH 1 //W _ O Fy _ 1 STAra 1 APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct,(oj Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components �.". 1,10 4 PS) . MAKSTD N M I U,6 M STI G► rz-�Y ST Location Owner's Name �7 T�•I� �Mpit?, wI SI.�I� Map/Parcel# 171 �� ��dress w Lot# Telephone# P �RIC�K G 6 PJMN Z ZO ING Installer's Name ( g t�Y�t r Designer's Name ©� Address / Address 39 3 32 e-v ' Telephone# Telephone# s Type of Building: Lot Size*4!5" Sq.feet �Dwelliitg—No.of Bedrooms 3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow 60 gpd Design flow provided gpd Plan: Date V+109 Number of sheets Revision Date " !�•:: y,.,.i rTitle I Description of Soil(s) S'IMm L va6 Of-4 P(4cN 4 Soil Evaluator Form No. Name of SoillEvaluator#WMA6 POUX Date of Evaluation 4OC7- DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install t1,Ie a �ovp`described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an 46rth r agrees not to place the system-i operation until a Certificate of Compliance has/been issued by the Board of Health: `Si ne' �� �n '-\ Date 41 1Q /t g ^ ' ? - Inspections " — ,/_ L..;%l/ � � VA �- r � �° ri r _ FORM 1 - APPLICATION FOR DSCP ' DEP APPROVED FORM 5/96 � V No. COMMONWEALTH OF MASSACHUSETTS FEE / BOARD OF H E A LT H CERTIFICATE OF COMPLIANCE , O'Description of Work:' ❑ Individual Component(s) �KompletejSystem " The undersigned hereby certify that the Sewage Disposal System;Constructed(ooT,Repaired( ),Upgraded( ),Abandoned( ) by. l , f . f at has been installed in accordance with the p o.isions of 310 CMR 15.00 (Title 5) and the approved design plans/as=built plans relating to application No 'r �' ated Approved Design Flow'1 (gpd) Installer — Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 I No. I% I/ 3�HE COMMONWEALTH OF MASSACHUSETTS FEE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is Hereby granted to Construct (/' Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 1544, KOAP as described _ in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 — FORM 1255 (REV 5/96) H&W HOBBSB WARRENrM PUBLISHERS- BOSTON Tom of Barnstable p PobHe HoM Dividm nos �> ,ULU= . ncftsd-tea SoM S&*ff bMy Asy,=NkWforSe areM* wlm . sF axs� fo"ND(,it Tj7&GZMUUtAL D�(S/Pcv-�e�d 17t�06 ,yge ,e-f � 'Jar c i aeas.atma ✓� , »ta3 Q���'{ "�,` R 1UmC�4htAws' ,�) � �l9l�rE�O k�'0�• ¢ $ ay!°.S9e�dliteseeba�os a toe� ib�CrY� ®a ® r m C bfp.� ca rvl MAP 64f CD • Npaest, attaNS�ou rob . �s.oz Ac+�s) ��3 • i 3Zo r �caa a � �`..'`�!� DGSm8e8or3 �•�ys„ • , a�m ��bRotc mr�2 �sao,RRao_�or~'� D ® Tie p1]r � p M VWAel A e DIP • - EId2iCi• b. b608LS�S 1i Dyyd Cbddslalc a ft 11es�liSN hofft b'.atVWbd /YQ$ds AQ.Qs Lwd_ pB�C70L D* 900 70•1 iiFbeadt .t10�• /tiiJ�7 '.�` !;�/�v i o h o t.`' I Nl^ � 41AJIC $CAM Af==lilatligid(101p mjbbDdaToBeCa as 6"-J Z00/l00'd W-1 1989888805 eu[iaauIeu3;;aaaagana j megE:01 80OZ-ZO-130 J i f 1�ti � '`'�—�. nuFsee� �SbiBed� •Sodl6,eee � :1��"�'S I 0"z8" Al Sa Ioyp,4/7 p v S .,al 1 b`Yp.4t8 4 VI G Co J 10 YR'f3 zo 30vo 9md, ; DNO O>MYATION HOLE LOG Hole# D*5*m Savo Soom,- slacaw sod eod�es 1 o -S Lsmq 1OY 4k �3 27� 6i rn� cooesr� IOYR 'h Z7=49" 49t 14se C C�aj� t o YQ 7/3 DEWO1SMVAUON HOLZ LOG nS:seom &MRS&m . Soo srmo sodaft M ama sed*se031 los�A?- p� �� sue► 0-7e o/A 3'- 7" 8 S 101 AA It q7'L f 2r . C L`oars°C toff p"1t1 DT - ►) r- f lei n 25000� oofcC 6F cc f vE i4%4R s) ARoieSMY=swdl.'M f,�. .Yam-- 1 pe�ll9jec600d5f No Yoe__ �' 9 N ftJIoYavfwA.. 10v JhA_ Yes--- DOWUPIatOr:albatW—Mv � eai+tie�Daaenohsee�+dh �.' emp11;m- for&ozAt�5Ysl=' jfpp�gjlffi�j$IC ODD' pa ' 1 �� _ �>c����,�ejim�rep�se�eeo�oaaav�door �9►me �, p�ceod��e abovam>11�bvrmpee0reme�bY� � . wvmftczi pda..,R dm3lOCMRISA11../ NAILING SCHEDULE No.mrrxriRn Ne.°°` Nmapetlnp rw, nw RL==ME: RMll T RAFIER(END ILEO) 2-0d 2-Old eecN wM RIM BOARD TO RAFTER(ENPNNLED) 2.150 3160 eeN end WALL FRAME; TOPPLATES AT INTERSECTIONS(FACEf ED) 418d 5-1Bd •t I•I,N 61W TO STUD(FAGEJLULED) 2- 2-16d 210.4 HEADER TO NEAOER(FACEtLULEO) 18a lu 16'oa ebgwipe• ROOT FRAME d6'4 J013T T091LL,TOP RATE OR GIRDER(TOE+IA6ED) 46d 4+od o>Ieie+ BLorJfpIG I U JWST(T I W PLED) 2JM 2-+00 aea eM BMIGERTIU UNiWER(FACUE-NND YtEd FIW _IM -STONLEDGE GT GIROEJ2(E—UED) StBd d-16d -I hMl ' RIM ON lEOGER TEND—LED) lE07 38d 31°d pmloM RIM JOISTTO J013T 1EN0-NAILF➢) }18d 418d pmloM RIM JOISTTOSILLORTOPPLLTE(TOE—LED) 2.1. }ifid per fool ROOF SHEATHING: Vl PLYWOOD OR 7116.OSB RAFTERS 011 O.C.OR LESS Sd 10d 6'tlq Pfl•M _T __ __________________ GABLE ENUWALL RAHE(NOOV RHANG or NISTRUCT.OUTL00%ERS) 8d 100 P•dpe B•flold IT. %I6—1 B IM CEILING SHEATHING: SDNOT B ORIV E - - GYPSUMWALLBOARD 60amb• - TeOpe 1P Mp SINOUSTRE CH E CONTINUOUS TRENCH 1'O MINIMUM BELOW W.YWOOD ROSB GRADE PLY WOOD OR OSB wl9ND9®21'O.C.OR LESS 04 1W Ped 12• d P.T. ®PO.. 1?GYPSUM WALLBOARD YeGWre - Tedp iN +P Ae ONM §RODRSHPATIIING: DROP DfioP D mm VE PLYWOOD OR OSB 1.OR LE33 6d 10d ar 1Y flats GREATER TITAN I' +Otl 1Ed WWN WBNd TOFI ' TOFI § J see— AI'IACHMENT U-- r- -------------- -----------------------L----------- ---- ------ --- - ' ------------------- § _—__ _ _ — _ ___ _ _ — __ _ ___ _______________ N _ sTu w I I D OPPE Fau—INw H EAGER SCH EOULE I I= 8'P.C.FOUNDATION WALL WRH I I u G2 siOTYAeOYE r------- ABTTUMINOUS ASPHALT FINISH ON I I I •B ' AP%1P P.C.FOOTING—I I PROVIDE LIP 5ILCO12E C TYP CAL FIRE FL OR FRA IN 2 X Os 16 O.0 MIN.BELOW GRADE(TYP.GARAGE)WA I T BULKHEAD ABOVE I I I SIMILAR I I I I j Bfi SEhEN 'PO ED IONC GRAB WITH j GARAGE I I ----------� I 6%6' R MIL.POL I I I Pi• AP BA TER VE COM ACT D TH .I I I I I I I I I I I P Jr a s e• s rdr I I I GENERAL NOTES: 1.USE'T1'VEK'OR EQUIVALENT ON ROOF AND SIDEWALLS. I I I I I I I 1 I I I I I I I I d 2.GUTTERS AND DOWNSPOUTS TO BE PROVIDED WHERE REQUIRED. I I I 3.PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS. 4.DOUBLE JOISTS BELOW ALL PARTITION WALLS. B I I I B S.VENT ATTIC SPACE TO MEET STATE CODE REQUIREMENTS. I I I I 6.ALL CONCRETE TO BE A MINIMUM OF 2800 PSI STRENGTH AT 30 DAYS. BEAM c d•v.c.sLAS PITCHED I I I B POC d• IN. ING(TYPI ) TOWARDSENTRYATI% ' TOWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND I I z �"z ovEa NG(G S 21ARAGE GETAB)SI B) I I ETIE I I I I CONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. I zs CO R L COL NO Az-0• 16•P u FOO NG o A I I I 2S 1P O"UOu9 H b I I INSULATION NOTE: N N I I I I I ` § I I I I FLOORS ABOVE UNHEATED AND BELOW HEATED SPACE-9'R-30 FIBERGLASS INSULATION OR BETTER FLAT CEILINGS ABOVE HEATED AND BELOW UNHEATED SPACE-20'R47 FIBERGLASS INSULATION OR BETTER. Jo G ® I I I EXTERIOR WALLS ABUTTING HEATED SPACE-5.5'R-21 FIBERGLASS INSULATION OR BETTER. STAI JO13r RS® _____________ L. — _ ____ _ _ _ _ _, B' URED C FOUN A W p FIRE E RALIE I ———— T-1P HIGH 1H BRU NOU I ASP TFI ISM A B'%tfi• I 4 ---------------------1 C N OU3 .C.FO TNG § I ______ _ _ _ _ __ _ _ N I I SEE I ECKI ENT AI Y3' B-0• Y-0' & P.T. OP 2GPT.DE KJOI 0 PO. i E%TENTOF PORCH B 12Yl EoN TUBE OFILLED N DECK /r— /— /®_ / _^ 2d'OB GFGOT I\ ______ \— ______ FOOTING SS PE' T-0' S-0' 6JY P P 8Y-0' w SOLE PI m 2%10 RIM JOIST WALLSNEATHINO Y®P.T.LEDGER f 2,A STUD HOUSE WALL �'Y"1' �i BOARD - X1NOTES: z apw3+rrO nuv Yi�� `E L=62 W= IxG • 26 A=2.38 AN BOLTS®23'O.C. �OAc®aFwaoEa�i'toeocOLBe1vEN MC \e- naNc • INTERNAL BASEMENT AREA=1259 S.F. i; :'�-� l` • PROVIDEBLOCKING IN FIRST TWO JOIST BAYS ON ' ' / 'r-' zndJo<Br *T =JOB' GABLE WALLS®48'O.C. PROVOE FL LEDGER ABOVE BOARD •�''�' 1,'' etLL IAATE OTT+20ECK TEN910N TIEIIAlFJU1 HOLDOOWN MI. " i - I>nw�lxs.•aFOE un xps N.1) PO WALL OrmIw,FUUY TWFJDEO%rLA08CaEw GALvm=JOIST HANGERS P.T.a,e.n•DEac DECK LATERAL HOLD DOWN JOISTS 618.D.C. ATTACHMENT DETAIL ATTACHMENT DETAIL NOT TO SCALE NOT T°scME fi. FOUNDATION PLAN & 1ST FLOOR FRAME GREYWING DESIGN DATE: OCT IT,MIT PROJECT;104 B RESIDENCE 104 BOG ROAD, MILLS SCALE: 1/4'=1'-0• 3 BEDROOM 21r2 R M BATH TH CAPE PEE 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 www.greywing.com (508)888-0886 .. G170906 PROJECT NO: SHEET: OF4 i T � ' BT-0• Oe JY ' O=CARBON MONO%IDE DETECTOR ®=PHOTOELECTRIC SMOKE DETECTOR P.T.DECK WITH HANDRAIL +R�1nw N.r..Ar O=HEAT DETECTOR 10'-0"X 12'4Y @-Y 9'-B' 4'-1• @-T I— ry D ° BULKHEAD I D.W.I SHEATHING: L=ez wne A=z.3e O 10—GHT e• WALL BREAKFAST PROVIDE'WB'RRECODE GYPSUM �FAMLIGHT _ 9'6"X 11'6' WHERE—EABUTSDWEWN SHEAR WALL LENGTH FULL HT. % %PROVIDED' FIXTURE 1/2 BA11'7 KITCHEN °- (FT.) SHEATHING REQUIRED - b N ' >i MASTER BATH FRONT-FIRST FLOOR 62 35 22 58 O O -_ SECOND FLOOR 34 29 10 85 U LINE S § O W r LEFT- FIRST FLOOR 28 23.5 82 90 O O ><O ' - - 1 CAR GARAGE a SECOND FLOOR 24 24 IB 100 ' • REAR-FIRST FLOOR 62 48.5 m 78 H 1 T @ Z SECOND FLOOR 34 21.5 10 63 t-9' 4-t• ® a 'ATnG J• A F • P 3'-3' a'Jr 3- RIGHT 17 :ABOVE - SECOND FLOOR 26 24 82 90 - -T -- • I" I SECOND FLOOR 24 24 46 100 11'CEILING LINE -- ————— ———— - ---' O GOWN ---- ---- @-0•CASEDOPENING/ WALK IN MASTER BEDROOM CLOSET s ta'-T ZERO CLEARANCE GAS FI }� ti (ADJUST FRAME AME FOR FOR - - MODEL CHOSEN) a LIVING ROOM ® q ---�IV CEILING LINE , - I OPEN 8'%T O.H.GARAGE DOOR T I M II 4 FOYER RAIL L OI I I +@ POURED CONCRETE APIOON _ I3 rW A A A CO® ��� i 14;1 01 13'-Y 8'9• 1Z-1' W �I��, ZOI �� @6' � @S I,�@ d'-11• B'3' S-1@ 4'-I1' @dY @J' 'f I "ff DO U Dal FIRST FLOOR PLAN B D O BATH b h FAMLIG -. FU N WINDOW SCHEDULE ANDERSEN 400 SERIES U=.29 O BEDROOM 3 LTR. QTY. ROUGH OPENING REMARKS GLAZING A 56' T-8 A@-0• TW24410 DOUBLEHUNG 5xa.2a-41.4SF Oe LINENS N 11'3+"X19'6+• B 3 @-21re•-T4%• 2-TOW24410DOUBLEHUNG 3x 1fi.59.49.fie SF K 4 C °O D 6 7-0+-a3'EI• TW2436 DOUBLEHUNG 5x5.T9=3a.388F 3tm t-0• 3'-Y E (2)' 26(•A2.4 TW2430 DOUBLEHUNG AATTIC CCESS b F 2 Z-01I0•A4'417m TW2446 DOUBLEHUNG 2.7.&5=15.3 SF r @a• 'WINDOW k QTV I=Gere9e WINDOW E:Ob 2=Be•emeM TOTAL 140.78 S.F. BEDROOM 2 ®' y DOWN y ® 4 11'3+"X 19'6+" g O O g Oa L3 U a e e 4 ' � r8 CEILING LIN�_ --- - —� # QTY. DOOR SCHEDULE DOOR SIZE REMARKS GLAZING 1 9'�X@-B' 3088 ENTRY R-S MIN. 2.5 SF v 2 9 r4•xa- 25685 PANEL INTERIOR 3 1 TA'%a'41' 28 R-5 MIN. 4 - 5 1 T-0'x@41• 20588 PANEL INTERIOR O •I O 6 1 @.0'%T-0' gFT FIBERGLASS OVERHEAD GARAGE DOOR F§i - 7 2 4'-0•%e'-0' 4FTBIFOLDPAIR '"" '� PROVIDE SAVE B 1 2'-0•xe'4!l• 2888 NINE LIGHT FIBERGLASS EXTERIOR 3o SF ACCESS 9 1 2'J'%11 24111 PANEL INTERIOR 10 1 1 S-P%e-B' 5FT SIFOLD PAIR 44• 2'-@ Ta' 44• •DOOR 6 Oty=2 Basement Amass and Gamgo TOTAL 32.5 S.F. @3' 1T-1• SECOND FLOOR PLANS FLOOR PLANS ' GRE ■ ��ING DESIGN DATE: OCT,7�2D,7 PROJECT:104 BOG ROAOMCE 104 BOG ROAD.MARSTONS MILLS SCALE: 114"=1'-O" 3 BEDROOM 2 W BATH CAPE 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 A3 e 2 om�yw�m9 oa.19A Samoa"�e-0eee WWw.greywing.com (508)888-0886 n G170906 PROJECT NO: SHEET: OF4 _—CONONUOUS RIDGE VENT(PIP.) 2X 10 RIDGE BOARD 12 2 X B COLLAR TIES®I8.O.C. 12 CONTINUOUS RIDGE VENT 2 TYPICAL ROOF CONSTRUCTION 2XIDRIDGEBOARD 2%B RIDGE BOARD-` _ 12 ASPW S.N.FSHINOLE901N, \'\t MPROVED SHINGLE BACNINOI+S/FELT7 1 x 8 STRUTS®10'O.C. OVER t7 E%IERIOR 0.YW00o(FIR) FI _IT-T-T-T-11- OVER ROOF RAFTERS ih-Hh-IH 1F-t- 2%8%BA'COLLAR - 2 X B RARER3®18'O.C. 2%10 RIDGE BOARD TIES®18'O.0 2%Be Q910'O.C. �hJ,_ I� II UNHEATED ATTIC 2x8COLLAR TIES®16'O.C. - _ _ BARRIER RYP,1 +% eel 2xe T¢aAac I 1 II II ii S= ®1T' C"D soFFrtvEM trYP.) RAFTFns®Ic I 1 II s.s R2+ S I T Ix — awanr sTRGrs D.C. +z 2RAFTFR3®ISDc. II'II1 II ASII S SIiI yr GYPS BEDROOM#2 HALL BATH 1P UNHEATEDAIC WINDWASH 9 SAND J ­ ALTERNATING 648'O.L. WRIER "ism®1B'O.C. R21 20•R � R 3W0SUBFLOOR 2D'R4T U +NHEATED ATTIC 2m68G w tr ' - b T-1011/te' T-21Y18' I I // L1 2[+O GIST®t .C. HURWGWE TES® 20'R41 i 11.�/// J // +%3 STRAPPINO®18.O.C. EACHRAFTEREND P.T.}21B+ CROP BEAM Fl r / 1lC GYPSUM RYPIGLL) 2-2112a GARAGE DOOR HEADER- PROVIDEAR'FlRECOCE GYPSUM / J / CORNER-TOLORNER WHERE GARAGE ABUTS DVA3LLNG 4 BEAOBCAR.CFlLINO /// J J / HALL IYTGLEI(TERIOR WALL LONSTRULRION: FOYER / UEDARSHINGLEMCIAPBOARDOVERRYVEMHOUSE TYPICAL GARAGE WALL CONSTRUCTION: I C // ^/ {'ENT GRADE PLYWOOD ON INTERIOR CEDAR SHMGLESI0.APBOMDOVER Rf/ VIRAP OVER I/Y E%IERIOR 0.YWOOD OVER rID'SN0.S AND ExTETuoR FACES GARAGE TNEIC HOUSE OVER I/Y MASTER BEDROOM BATH F// �J, BATH/LAUNDRY ®+s o.c.wzraP n+eoTTOM PUTE EXTERIOR PLYWOOD OVER n STUDS® P.T.4 WOCO POST PORCH I /CLOSET 16.O.L.w 2 TOP n 180TTOM 0.ATE MIROUNDORSOUARE S.5•R2+ I � I 5S R21 B'P CEBJNG FIRST FLOOR I.r BTUD9) 2X 4 STUD WALL 5.r.1 DECORATIVE FINISH P / ,i T-0•CEIUNGSECONDFLOOR(I'4'STUDS) b.S R21 2%4BOTTOMPLATE 3/6•PLIVW000SUBFLOOR 8. ♦'P.C.SLAB W/B•X 6'810 A WM S.I'PLYWOOD SUBFLOOR 2%40R2%B P.T.BRL OVERB MIL.P.V.B.OVER EARTH 2n}P.T.2a8F P.T.91 18'O.C. i0s 1B'O.C. ----TOF ELEV=53.00 PITCH GARAGE SLAB I%MIN.TOWARDS ENTRANCE 2%+Oa +e•O.C. GALV.BEAM BABE 8•R30 2 x 8 P.T.SILL WI SILL SEAL 62 X 10e WOOD BEAM 4-2X+0S WOOD BEAM SR•ANUHOR BOLTS WRN 3%9' 5T ANCHOR BOLTS WTM 3%3' —ANCHOR BOLTS WITH 3 K 3• +1/4•PIATE WASHER®29' aG/ PLATE WISHER®23' a1/4'PLATE WASHER®23' O.C.EMBED IN CONC.r MIN. PROWOE 46• O.C.EMBED IN CONE.G- GRADE O.C.E-EC IN CONC.T MIN. CHNJFER b 1YOLONLFBJEO SONOTUBEON 31?OCONC.FILLED STEEL COLUMN y BASEMENT 31¢e CONC.FILLED STE¢coLULB+ F b'B FOOTING MIN.4'-0'BELOW 22'GARAGE SECTION B rP.o.FODNOAT10N WALL 2! GRADE BASEMENT REAR GRADE B'P.C.FOUNDATION WALL Y%6•KEYWAY 4'P.C.SLAB _ 8'X I D.C.FOOTING 0'P.G.STAB ' B MIL PoLY_'_ER B•%18'P.C.FOOTING MIL POLY—RBPMIER / `2A'X2 X11 P.C.FOOTING J 2E'XYS%10'P.C.FOOTING NON-0RGANIC EMTH NON-ORGANIC EARTH li 24' BUILDING SECTION C 26' BUILDING SECTION A SECOND FLOOR FRAMING e'=T-0" ATTIC FLOOR FRAMING s"=l'-0" ROOF FRAMING 8'=l'-0" 2-IDb3 MIN.HEADER 1 MIN.NEAOER -2- MIN.HEADER _ L Y 2.IN REBAR WITHINOO ?° 11OF701 ID ®1 O.. m ®I6 0.. 2- FL S B q 2-N REBAR MIDHIEIGHT TI114 CNRAFT'R91®iISN.A. H AITI 2- F S B gpCT"CE ti q 0 E 1 N G R p OF FOUNDATION WALL IIACC 0 - - - - - - - - - 2.N RESAR WITHIN 3d �i �i Ili ii i b OF BOTTOM OF II I I, i ii IL®+ FOUNDATION WALL —I BOTTOM14.0E I 1}B AU TED =0 18'D.ci CONTINUOUS P.C.FOOTING + 19 1 C. 2a+0JOISTS®1r O.C. E i r FOUNDATION REINFORCING(TYPICAL) 01 E M `1. —2aia:' DooR HEADER- CORNER-TOCORNER 2o�R 1 ILIONG _____________________________________________________ 2aB POR+BMOFCTETPa) __ .'I �'b�w{LLIiY }25+P.T.WOOD BEAM SECTIONS&FRAMING LAYOUTS GREYWING DESIGN DATE: OCTIT,20TT PROJECT:BISBOG ROAD.NCE MAR 104 BOG ROAD,MANBTONS MILTS SCALE: 1/4'=T-0' 3 BEDROOM 2 1/2 BATH CAPE 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 n A www.greyvAng.com (508)888-0886 ..,.°-..x..°.'T.�':�."P,�°":°:.�'0�8...�. PROJECT NO:G170906 SHEET:A4DF4 i TEST HOLE# 2 HOLE# I EST SEPT IC TANK SIZIMG DE IGN No-A L C N53-� 9/29/08 56,D E:S I 0 A C LA,TT I 0 N 9 VATIO ELEVATION___ oATF, .9/29/08—CPACITY REQUIRED OrHER OTIN. DESCRIPTION DEPrH DESCRIPTION OEPTH x I :330"IGN FLOW TYvE OF LEA M SYS-17 EM PROVIDEr L;; �LEACHINGTRNCHES "v W x 1.5,D;�r GAUDAY DES GALIDAY I ........I U �I3 BEDROOMS @ 110 GAUDAYMEDRVON1='330iOAUDAY QYR A p, SL,< 5 DBELOIN) 28"'A7 GALIDAY PERCCOLATIOpt PATE:FIACITY FO GAR-'JAL) NOT ALMNED 8AGEGpiqb;:R(OPTIONAL) 0 GAUDAY X 200%CAPACrTY FOR GARBAGE GRINDER(OPTIC, 5 TQ DESIGN FLUN GAUDAY SIZE PROVIDED (3AUDAy DE3 jN RATE.TOTAL DESIGN PLOY 330 GAUDAY i 10�`R 5/ 27"SOIL CLA' S I NO-IXALLU-NED GARBAGE GRINDER ALLOWED IGAS GAS -GAS TGASM GAS -GAS�:� R 4/8 OY y 82, SL, 1 LIS, 2.1.1 EXIST. PUSi,-,J!iTO EXST. PUBtIC WATER systErvi sam CALCULATIONS.IN ROADWAY r I *us 3 8EDR00%, fit p 91 70 �j T IT A"JI 0 P I-A UN D(Typ.) -Sif 1W 145"C.- R NO, FO C, S,0 74 GP:'t/t*F A R E A R .0-Aj LE 1.I OYR I7/3 BOTT. IHOLE NO PRIVATE_�4 A 56 ' EL. Z-'.2 7 38.0 I0-- 7' TREE, INO G.W. FOUND 12 LOCUS..IBOTT. IHOt E 2070,,V: 228 S 72 CA-/:T). 4 9<1 B.IM. NAIL IN TiREE BE WE"c 8.0 G'� 2: SEE PLAN'228 SF I01 JD EV. 0 Ir 50C AL Sr-7.......... PTION-BENCHMARK DESCRI YSTEM V,,, 4------ OVERDESIGN 00 MINT kEQU.'RSEY S -S-T H OL E ft 3 E8:T HOL.E#T T E'ELEVATION ELEVA-rIQN-'1;Z 5 1�0 DATE 9/29/08 7 DEPJH EEPT� Qw. Dies P-noN INDICATES DEEP HOLE I2 D R1 IT A/1-4 Y I __r 0 'ATES INDIC C. PC. r01 Tloj�:NO PRIVATE -284 L'-At A c A� STONE DOUBLE TECHNICAL NOTES:WALK -KA T.OUT 7- -j FT OF TI-07- PROPOSED 4 250 i>� .v 'SEPTIC LEACHING AREA,NO, G.W. N-',77 LAC S, -.1 oy�� 7/3 me: ­C2 :5v 5D. NO KNOINN TIELLS EXIST ITHI Iw 5 EXIS, T�-IIN. 200 B 0 T H E T NO T L A I ED 8 ,0 v6r_rlv Sv Oc- VIET PROPOS,Eb E P T I EL. 3u..FD 0 U F 1EACHING AREA- TOPQGR Pr-IICAL IA DATA SHO'01N FROM I OF . 3 BARNSTABLE GtS MAPPING.m JUTILInEs SHOWN FROW THE SAVE QATAj IP—= m-7 L ATER:E��VA MNgWAPPLIdANT:IM RO# 104 :0 �' - . - S E! C 'r i SEASCW-L k5ALTY TRUST mys IL 77 Cliff Road IWELLESLEY, MA 02.481 ASSESS.#1 2 377 �MAP & LO 9:PERCOLATION ZST DATA T�045 -10WOOO-N—OF&A�rE DEPT� RA`r.E I NOTES:aa <4 -t- 2 <5 0 108 70"I r PA f T-A- AV ?-T.RREf,_Y:APPROVED Ely 'HE NO PRIVATr DEPART%IENr Cz EKY-WD I I,j*.VEN-rA,' PROTECTION PURSGAN, AGENT:DONNA:MIORANDI,IR�O-51 0 7 0 CONDUCT SOIL ANALY95 AND I ALA N -THOMAS RQUX! 801-1 WELL o,r 1AME OF SOW-ELUATOR....................., - .... , N, 1 . .1 .-D LALA HAT E ANALYSIS PAS BEEN PERFORME BY EIR E S-SNT auiPED TRAININri. EXPE1 TIS IESCROED IN 310 CMts 15.0 I ICATIO"ERTIFY THAT TH'7 ESULTS OF NOTES SP** F Nsa.ACCORDANCE W'!14 3'C THE TIES O TE TO PRV, IENT V,%RKERS. LOGS, ARF ACCJRATE AND IN 1) SYSTEM.FQR E$LISSURFACE,DISPOSAL OF SANITARY SEWAGE SHNJ_BE.10&-f '5.0117.iD ONs-r I. . I ... ;)!- f ATTACHED Sol`-DROVIDE A SICN F-C-1 TEE EVAL AS INDrAlED RUCTED N AORDANCEmfHHE LATEST REQUIRENIENTS.OF'110 CIAAR 15,00 OF HE NTs FdR wiff suauarACE A 7"STATE ENVIRONMEN.CODE,TITLE ry,MINIMUt4 REQUIREME ISEWAGE.DISPOSAL OF$ANITA/184C K THESSTEM SHAV N ADDITION,MEET THE M TCU RRENT MUNICIPAL BOARD Oft HEALTH EMENTS,UNLS AMENDED BY VARIANCE OR PERMIT. Pr6fesslo liho6r------ REQUIR PiPINGi SEPTIC ANDIOR PUMP TANKS,3) ALL SEPTIC SYSTOO PLAN 0 F SEWAGE DIISPO�SAL _S�Y ST JE M 8 I it i F 9 t PONeNTS,INOWDING 0,'(ENDIQR MANNOLES.,AND FRAMES Lic.#33710 (Ex IDISTRIBUTION a SHALL CONfORM IN IL WITH REQUIRC-MENTS OF NUMBERS I ABOI.-E. 4 WEST ROAD,i)VC VENT .RrQUIPED A� -E-4 Fit-j. GRADE ARE 7HAN TO-Z CF FUUNDATION E r,r ACT0.Nj mA 0'1720 50 :EET fN TO K- ) THE DESIGN INTEDF THIS PLAN IS TO MEET STATE&LOCAL.CODES,WHEN APPLICABLE.THE PVREPARATION 518 A Dom r GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED NOR 55 -113 P.LNN Te�L 978 337.LALA 14, MLS:T BE SECURED I -I*..I 1 1 OF Ti Box oul oOES THIS PLAN GWINTEE THE OPERATION OF THE SYSTEM.55 KANAY0LALAQGMAIL.00fv1 T PROF. L 146 1 ! CIVIL ENGINEER OR SANITARIAN T LDG. 0.005,FTIFT 52.41 f_�-RACIE SfomA! ; SLOPE A'i' "27,UVED FULTTER 9� 'L MR 2" INIII L 7 FT.2 flu Dis Box aomfur_ -ON OW11r IEE 21,or--PTH OF -GA�wj%wLvmpw As c FS w 01% IN MIN.-,AqON)NNIJ z'OUH: PgASTONE tw 11-A 16 41 p V*PERF(DRATED PVC PATRI co , 02% r 'r -AV5 ELCVA-i1M-J,& NOT STEPPED 42.47.70 -------- I rANK NVSERT IN %uE. PAUBER ROIS: A' DROLOGY- RIVER ANALYSIS WETLAND SCIENCE-> USE MY AS(OR AHOVE �AAX %SFA"PL HIGH SIM CAP r NUT VENTED 7APY �7E:13 IN A I C SOIL EVALUATION .. LAND SURVEY-tNG PLANNING >GROUNID WATER. 4' WN. UQUID TLE 5, SE LA, :z critjsli� I W.ICHEVER 8 TI.I109 WHITNEY-------- STRIEET DIST. �OX FtEQ,b 04 tET 5',72 > AN71 A V-- 3 -MASS, 01532 7fJ HE IP1,115HED . ." . I I GAS SAFFLE 314"TO 1 RVE ----RESE NORTHBOROUGH5, V41H 4 CCLI-A VWUN) YSTEV IS N0`1` A 1. THIS .S f 3f 1 508.393.3200 %Vviw mer.corn patrickya SYTr-1V EvERY TWO MI&II-ER -SHOUD PUMP TH,2.r7AP R CRUSHE,D S'FONE \ 'i- I � - S AT A > IU:r:'S A IT: ACTIVE DEE M AD E "RPLAIF EN TO PIPE LNV. E-VERY REASONABLE ATrr�V.PT AREA 4000 Pst wm_ s�ITRENGTFI <A LO"A! ZONING R E Qj L A TIO N S, 30 OV F" AR01J\[*,, SYS7P. ; I -S -iE�IS RESPONSOL- FOR ZONING CO Vm P 11 A C E. - 42 .A GRO,'j,J ME df COVER r FROM WATER ­ILTFRS OR 0; HER Cl FRAY -DI'P'SAL SYSTEM -1ASP AF. I NO V IBACK TIC 24 ONSITE SEP SYST. 7 SHOULD ENTER THL_ cm. > 40 KNOti'�;"' TIVE AG A, 7- T!"ZYSTEM mus,r BF STAKED flz MARKED AFT LEACHINGi TRENCti LOT 57 # 104 BOG ROAD-GALL . . I 0141EPTIC TANK AREA FOUNDAf*10N 1500 00(o �c) BURIAL TO -:P% V:-'-\I'r HEAVY EQ I P V E N LIITS 0- IPICRK--------------- --- -ON MILLS MASS.MARST INC 0�r=R It.,17ROV, GO! r ARE 077y DES!GNE.R > TYPiCAI- CONCRE iPU,:�v� VARY 5ROV Pi-A\, N?77ds RPOUIR AT AL! -NDS' Y. FOR,VEDIATE. Ir_- .. . -V - - 'T 1 3'C, E?,CL- Pr��07j NES BE 'A�c-r STON' \/jUS�­! SCA' AS NOTED 43.9 8. ".O A N 0-S OR VIATER. _rS , -,I - �T iW-TAL' A \1 DPLAINS, C iL IOiN L07 J!IDATE4 Jul-SAFz-:' MJS'7 BEE PR > T ' I10. DIG [OR G R V TSIONI. 15 201G 'HEE'r E XNE u C_ ITRICH"SECTION S Y S T E M' P R 0 F I L E N A�L E) 7, 3T 0z ® lESiG CJALCUL, /LlTtt� ltlS H - i --- -- - - -- - ---- -T-- - --. _ _.. -__----- TEST � � DATE !a 29 Q�, N )�.C DATE 9/29/G8 a�^! CAPACITY REQI�iR1=G -OrnER SEPTIC TANK SIZING DESIGN NOTES ELEVATION 53. ( � � � ELEVATION —, CAPACITY REQUIIRED�-- _a OENTIAL USE DEPTH � G.W..—I DESCRIPTION DEPTH i G.W. DESCRIPTION n c $30 r A - r rxtr e- LEACHING TRENCHES,3'W Y.1.5' DEEP x 3s?'L i 1 3 BEDROOMS 0 110 GAUDAY1i3EQROO:JI='33D GAUDAY ^� - GAUDAY i DESIGN FLO%Af =_ ___ GAL C,.Y Y E rrF L:�A •.:NG SY._TE'vs PROVIDED: (� pp � 7F �7 ��: ( I ! FF9 r'. r`'. I.•.F - API f'! AD, S_a I OYR 3 f4 ! 0-1 Zaa A a S�a �t�_.i R j CAPACITY FOR GARBAGE GRINDER(OPTIOVAL)=NOT ALLOWED CA-A ITY FCR GARBAGE G?2!; ER(OPTIONAL)= GAL/QAY X 2000� _— GALfDAY s RCGi�4rtd RATE: I TOTAL DESIGN FLOV- =330 GAtr'DAY TOTAL D=SIGN t LC>`<^! - GAUDAY SIZE PROVIDED =_ 150 GA-'DAY DESIGN R•�TE: it !I I w, SL, 0'-? 7'a P- SD 1 nyR 7/1SO!_CLASS GARBAGE GRINDER ALLOWED N0IALOWED � I GAS GAS GAS —GAS— GAS GAS }} RES'D=N-IAL LINE ' -Z/ LS, .rV .r,rJL I G-Ca' i B2, SL, 1OYR 4/ I`TO EX'ST. PU3_14 4'"TcR _Jr��. Pt'_... ft-T P ' 1 I I ' ' t r~' } C V _. Ll 4 n ✓ ! 4 I � ar I!. A Y ,y RO �, SYSTEM li S �--S STE. ..+IZ G CALCULATIONS: _.h.TION,.. f�1 C L i I t� I ! r c. ` I .,.I J :� ` •_`_,i ._ f �!1 . / s/y � '�� (� r /// ,4� 1j LDRO V __-n' _�V,° .: � � t j � � \j� LC7CU5 t a 4 IIf f'�''`J -j K:._ ;�,i{ l V r,:.'!- _ t S S - _ a i r r i — LEA !N T L/_-_ '1� 'H1 i AR 7 T i ( �� 1 i a BOTT + � !• ! �p Z� a �1i '�! r,. hJ0 claiVATE it ' i { `-t' .JC7,� �`�• t.. '1, t�r'��._ ti!� _O i'- _ t�, J, -n - r L. 12 lax ,' - —�-T-� - 1 J.- I ' ICJ G.W. FOUND '? R 1R_ . i 9 T' . , ; _EACH v_ t . L ---- t ( -(� (� f - LOCUS it C-; I t OTT. t-i O. _E - - - /� '�`--f - PC17TC�', .J�^ `a ^c -.7. ._r:� -_: ?•' .' J.:r�._. � i t Ji ` ?- r-, r - - ! i j T.E ."�'. = NAi_ 'N TREE E'WEEN , , !;i____ __:_. �.- e r''._--.. �S L,O'_ S �� _ . - _ l,._.. .. .- - f I I I --___ ° j{ j I LQ 1 c4 2 (SF[ PLAN) 10 •____ i �J - GE1VC1IlARI4 DESCRIPTION OVERDESIGN P•":II.I - �� _ s QL TEST HOLE # T OF . R�C�U`RSL�SYSTEM •2 • I _ .- _ TEST 3 I v / 1• �----- —�—j: �` VVE/�o" f '' EVATION 47 CDATE C%2';Jv ELEVATION_ DATE 9 /�,T E #.� 1 J EPTH G.W- jDESCRIPT_ON DEPTH j G_W. DESCRIPTION IDr-, ,� , I� ICATES CE_EP I'IOLE INDICn ._S PERCOLATION NC PRIVATE WE ~-y�'- rGJt^1 � ♦ ^I I I • Q -- - f t r�l ,. _ ) _ �y �1 �CUS'C-';r,__ ?L) ST0"i:� ( TECHNICAL NOTES: I v T. ` ! I U .i.A`I�v u T , t� --'" ' _—" I i I I -------- ----- i _ I i i y c U, "S! - 2 "f LL � _ -�. _, � ► ! 1 S � � �. ��. � S'�j C KNObf� � S EX:S • ;H. �J '� ; 1 i # - l ' 1 7 If�'� `714 1 250 F SEP7. OFC I ;S i'ROPAC)rE(7 V. 'i POTT. HO E �ifJ ia0 1'�=TLAPIDS ' XiS7 t!'�fiNIN. 200 j x' Ei_. 3o_R ! - r C -H= PROPOSED SEPTIC `` L EACH NG AREA. TOPOGRApHiCAL DATA S�O�N F. OV TOV,/N OF . ' — / - -•--`� _ 5.__..__ RVSTA .E GAS MAPPING. RAIN t' � TIDTIES SHIOA'h FROM t�E SAVE ♦ \ _tom ( I i -1 . U f ` � ~``----_____ •;`�., �`;� � ,f t � � � �-��t� -�-'�',' j F To,,v;� DATA, zoos, i s TRENCH { e,,..,�.. mot- �s ; �r ,, , j J i OWNER/APPLICANT: I I �' -\ LL (� l ' i ! i MYSTIC REALTY TRUST � t ! I � ! 77 Cliff Road i _ 1A WE:LLESLEY, MA 02481 I ! t PERCOLATION=5T DATA!-#12,377 ASSESS. MAP R LOT #: i NO.' DATE ;—DEPTH RATE j NOTES: 4 rill ' - a /J._r'�/fin^ f Ll' �<5 1 F fir. -•' 's. _, __ ' 't or ! I -v T-;,- ' 'r" RRENT_! APPROVED 9' "HG' •"tf'' . KA�t 1 .� A } f >i i vD P' f`'F rEPART� t_ _ �, T o I r 3S.:A'':� 1, �� ,:lN E ! 1 O t :E JF^ VEN A_ ROTECTiC� I Jf }; r y v N. .•a S 1 1 >" • J. Li. G.'t LOT n 3'C R TO CONDUCT SOI.- ANA_Y�S AND L(a..i, !F'! h = 1 r THOM.AS ROWX SdH AGENT.DONNA WORANDI,RS I I<_A C^ -+ 1 j Asa S AS B P; PERF..'RMEB B 1 { 1 - '-"' ! - E < '-v,F :E ! r f NA.Mc OF SOIL EALUATOR -- - U i� .., ' \ ' f 66 ,C - \.T •1 RE E ; :J" -E TI^ y /n{nn i t -- ..�.,S ��rt- }i �.�OU F.�D TRAEN Ivv. Ex• LR. .:E. i N.3371¢rtj+ ua LALA / 1 ��� -._---n_-..� d � y 4T -iL ;: BY t1h ,�} � ta„ n t fir` .c, ' �` ` r - - T� •lJ 1� Al =XP'_Rid CE i)FSC l':EC 4! 3 0 CMR 's5,Di 7. Fi RT�ER r'FRT:FY THAT -�: R4SULT3 OF �hY SO-_ +i ! � 'r i OT�S i�. SP:I �C.�i EIO��: �CSFa/ ���y` � ' !$Yia���•`�f _ i f 1 'R - l ai" r � itJaTALLE?T "JlruE b�04'I,r:E A SIGN £� E+•'!_lIEI':. T>"'- .J �' 4: {{A J,1�� c 1,�nrr •Y-n J�� T.t� A-� x 1 �;� .,,;: ::w" .'� :!" wk� r-__ ---'---•__ ---- i � /� I .•-� ! I! . _ _ LCr _. ..Y, _.'J. T!L,'\, AS !.Y✓•tiA 1�.✓yU.. C fi.TP•tLT`L..+ :1.+-_ � ��' i T TEE tZOV •'AIC CAE i-E VAR!.Eq.lz T C Y` x /VI,iT.. !'C- _ /r' '..3 .•s:. r7 0 T__ F. .. i �RtJA'`_ , r .i� _OCS, ?1R_ C�J4A'E ArD tN ACCORDANCE ,-.i - /�"`'' / "J f" 1) THE SYSTEM FOR E SUBSURFACE DISPOSAL O'F SANITARY SEWAGE SHALL BE '5 G+17N �i f I , 1 CONSTRUCTED IN AGRIIANCE WITH THE LATEST REQUIREMENTS OF 310 CI<1IR 15.00 OF r HE PROF.LA _ I STATE ENVIRONMENT CODE,TITLE 5,MINMAILIM REQUIREMENTS FOR THE SUEiSURFACE --- i _-----._.__ DISPOSAL OF SANITA SEWAGE. F'CK C: GAP`d_R So: #b/-C i 2) THE SYSTEM SHAGN ADDITION,MEET,HE MOST CURRENT MUNICIPAL BOARD OF HEALTH ������ ��`� PLAN OF SEWAGE DISPOSAL SYSTEM Scale 1" _ Feed _ — � T h4P � T- ! ORfERMIr. REQUIREMENTS.UNLS AMENDED BY VARIANCE Professional Engineer . 3) ALL SEPTIC IC SYSTEO O EN S,INCLUDING PIPING,SEPTIC AND/OR PUMP TANKS, I �r+ c r j —_— — ---^-- — -- i DISTRIBUTION BOXEND/OR MANHOLES,AND FRAMES � L ic.#33T'!0'-C(EXp 5130118) ! , CONFORM.I I_WITH REQUIREMEN S OF NUMBERS 82 ABOVE. FaU�anTON� '—`FINFIN. GRADE TF>.x -- H !F N1=S�` ROAD, 3 - 30' COVERS VC `rEN R ^!:RC r,,sb: F 4- - A, �— 50 -EE IN LE lC , , 3 :! I t�? ACTON NIA O'1720 MUST BE SECURvD - ------ 4) THE DESIGN INTEDF THIS PLAN IS TO MEET STATE&LOCAL CODES,WHEN APPLICABLE.THE PREPARATION I 1!1 � / 3n" Dla. BOX I t�'. oU _ - FA' ' GRAVE j OF THIS PLAN DOES I'GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED,NOR ! t Tel. 975.337.LALA 24„� iJ — J!' — . 3_ �� DOES 3Hl5 PLAN GUF"aTEE THE OPERATION OF THE SYSTEM- KANAYOLALA@GMAIL.CtO M I `: 2" YIN OLDG_ INVERT + f i .41 ( i ; PROF.CIVIL ENGINEER OR SANITARIAN i 52 S _ ID.00 5 IF'TIF t' � z ✓! ! — 9014-APPROVED F'LTER J - V -r-ter L FOR 1� '2" W. �. �7I�. % �: it.E r - V! ^✓i. .� °.'�% 1tl�i�rl` It� I cF" t1R• (-RO`IDE SLEEVE S / I SCN_ 4O PV, +G4 OI" v^U"!� _ _ li _ _ ` 4 J S = 01b/a --�J' TrE c X / j ( 4 "RU =oJNCA-4c^}—— rr —___�``' �Y�_ � ) ¢ °. !I f rxu�U; 4"MERE�(Rn'�'li"tED PVC DEPTH i d 14 FLOOR ELEVATtC,* rG/ �T (a Q /, j _" - f ----- -1`� 'S 1 �!"�`Oa4 s M1 I�Z� IPAT YI GARNER ■ llf `` F_Ok Ll1E r / 1 6 47.70 2/ra fi tt?� Tf-L 22 t �' -; 1 t - _ -__ ._: —_- -_J 1, t -- TASK ry r-RT I"d , ' frr—}1 _ _ � ! - OR ABOVE MAX. f f / -'—T t i7 �.!✓ S? ? -c C.WmER RC76: 4' AYr _f LA i %; N -r ( %' J Z.`9 / 14" j $ Q#of G S O do 0 STEPPED i } SEASONAL k GH v -.=-- g tE !v- - - - i c , i I GROUND WATER, i - F/!V, ° f \ / - �! ' t> _ D U E END CAP SOk"^. C?OS.. O\. I i HYDROLOGY ff - - I . IV Ja1�1�.. 'a3 . T�..AY115J a3�:lE �ir ` n i{!V_ LIQUID !� f L \ ` ♦ ♦ ♦ ♦ ! F �.OT VENT=C _ _, ' ! ! WHICHEVER I5 = .¢ _ ♦ ♦ \ I! -- c ' ' 1 - ! ! r !! 5 S ! t SOIL EVALUATION LAND SURVEYING PLANNING DEPTH G/ / HIGHER) Gj, 5"D\= GAs BAFFLE ,! _ \\ 3t -TO 1-112.. ! _ I (tloUS= TO FIE FJRrIISHEc `� } REQ'D O� G"J'�1 r rY F`", DIST. 3OX 001.1t13LIS-WASHEID STOME __ --- (� 'I+a9 WHITNEY STREET VJ`TH 4 CELLAR URA;'O % _,-- �.._., \ S_-- � - tyre.!' t:. :':. C t f I 2 ROWS-3, ` c�R�v RESERVE NORTHBOROUGH, MASS. O'1532 II t I --- H'S SYSTFI,,� !S N.,-- DEC!'- LB E70---. .''".ARBAC I'd✓ F' REA s" LAYER CRUSHED STONE - 2 -- a., 1 V P T r-r cvc r �_ v __. ----------- __C ----. ! c��� A [� 508.393.3200 www.patrickgamer.com er.com - P1t; TRENc_ ! C`.'.PIER S .C?U'_C F?v !I- T�vt EVER / !';d'� {.:- I J ?RECAST E TANK PlaE «iJ. V_' ,C AT �t +t) !h{ �I, _ ^( ji [ Y FF !•. v_ :4 %~ E - - Pc! 1 Ltd STRENGTH C fir, I_ ✓�•G.1 i -„ i,?" I _T 6 (`• L '3.,, ACTIVE ! j 4t1!)(} YCON,, STRENGT � � j -- - _ -�E ABC;`,r�B_E ATT �' ;IPyc RE`1' IV T. ._I-l' r .._ � '_ r'i -_ �, I - 50 ! __ _ _ AREA . ^ :.,tt �r .,--s1t'F f+n, �I v f I r �. ! n l T'� �, ,J A}; ^ _ <tYC -!r 7': H2O LOADING 9EARING -_--=-rcc:_= - v MA _ , '.' � Toe Z0NING REv,�-_Ai:;nN'S, J� _ /r. i : Jt Alt. _ /, r r. ' / ! 24" C.I. FRAAjE & COVER c _ - 1S RESFJ'1S;B'E FrR ZC\IiJ�i �,`u'1'.F'LA\CE + ! f to o j ! --- w N,Ca VjASHSACK FROG" AIATEtR ril OR O T-`E-_ ,!.`A, -- -- - _ __ - l y_ AF I i � �o SEPTIC ft!!al! DISPOSAL t I TR::ATfJEi- SHuJLC TrdTER TI 'E S`rS_4►11. \? i'.?,.;.. _ - - _ °� SOS i I i FOUNDATION 1500 GALLON SEPTIC TANK LEACHING TRENCH C,- :�s �►�`: UST ;�E STAKED P �4AR ; r1 AFTER ;al - ,, � -_ ,: T -,r�_`J � J,ncTrlV� LOT �s iwlQj ��w■■A: r _.. -.— �•. n i `"C _' I"I=J-, I: �Y_!'ai ! ,,. ,•<'. ' AREA. ! ib.V ! V � �4d'7 BOG V ROAD ( ;TGiICTIIN tUR!hL -C V l `vtl/ E();� + L1:!-c r� in �- ! 1 € g r OP GONG OVER IT. ---------- C"Ej1= , %c _, T c\; VARY 4` 1 I n-=V ^! „d ,� a� It RSTON MILLS, MASS. n r;! t n,�:V. ROL PLAN,, \ DES _ > T �� t. _ r ? I D �� Blh rCL .. R."`�t ' ��:_ ,L CDs , J L_ I t, i dd i .� .�. ` _ . J .-- ...., sVA .;�[ J (' .T . E " S� I i ,I I .0 �' .Q' S 8c �10,)-' ti :.Oid>'�I `' T t 5. _CL •-, :-lam !. i )r- n i J r, C XiC_�' _ '.!_� I- s ,'�', I �Pr.� .. -I I� SC ---=— _A',�5, J_ LAN � OR. ,da--n ,CUSS -t - E: S fJ0 i ,-: ED - - - - D (' A'F_ V! 'S` BE 1''� 1l _ice R,ti>•a it f . ....T'•:. i, 'ts '} T- F I. y DATE; JU I_ ,01' I rl`17 J_.T' �uC� AN- ( ! REV=SIGNS: A NE 15 2016 SHEET '$ l I E SYSTEM PROFILE (NOT TO SCALE) `I"RICHSECTION DESIGK CAL6ULI, TIONS TEST HOLE # 'i ---t it TEST HOLE# 2 -. -- - ----- r --- - - - G _.- __-_ -_---__•.-___-__.__.._..-_ _- r.� , q r• I N DATE 9 29 f�i8 CAPACITY REQUitZ=" -. pFS'DENT€AL USE CAPACITY REQUIRED -OrH� �� ^ELEVATION , 3.' DATE �� JC3 ELEVATIO rj�.0 / y V _R � SE. IC TANK SIZING DES'.GN NOTES I -'/_ / '--� '< � � •f I I ------- - I D3��I DEPTH G.W. ESCRIPTION DEPTH I G.W. DESCRIPTIONT ! 3 BEDROOMS @ 110 GAUDAY/B€DROOM= 330 GAUDAYi - GAUDAY; DESIGN FL0 4 'Q GAL+DAY TY�F OF LEACHING gYST EM PROVIDED: LEACHING Tr c NCHrS,3'Wx1.5'D=EPx3F L � O =NOT ALLOWED CA.=ACiTY FL?GARBAGE GR'ZaER O€'TtONAL = 0 GALIDAY X zoo m- s$� Y P TI 'E' r _ try ( c_L ''" r;_-f p, S" i OYR 3;4 0-,39° Apt SL, 1 `!R 3/� CAPACITY FOR GARBAGE GRINDER(.PTEC NIA;L) O LL ( ) - _ GAUDA ERCOLR .CAN P.A I_. J {{ c T / F ^ SIZE F 150Q cfi r' c ` i ! __ _ �v J TOTAL DESIGN FLOV =330 GAUDAY i TOT L C�cS'GN: L0�1 - GAUDAY (Z_PROVIDED = -----GAi iG 4Y D SI N RA'--: � . -� j ---- I __._.__ 1 1 _ I GARBAGE GR€NCE t ALLOWEDP}O ALLOWED / SOIL CLASS __ L j'I i L Y, SL 1'C`rR F/f - 27 l BJ, 5 0 'R 7/1 I - - - -----GAS Ct4S GAS GAS GAS GAS { A 13i I f i RESI I' LINE ; ! I _p I`TO EXIST. P'A T r IN ROADN.AY _-._ SYSTEA SIZING ChLCULaTIONS:=XIS-. PLIE'... 'AT=R i I 91 .70 M.- 1 _ i- . t - I � � LOCUS{VQ • C - 1 I s _ :1 I Z `v _EA .ii ,^, t G •� !<_. . `^ z .__ - _.~'. _St C ` / h., -TAR'. i NO G.':. OL i J u 14 5"� C, S, 1 OYR 3 I _ 33! BOTH. .-C,_E - I (� _-" 1+t }1C; f�s.� �„u F - ` 4i' 0l .v J' Y, ;,.pp r - ,a LL. Ni 7211 �ESER - T�' r A 'V " ..��_s,-- i ' NO G.v FOUND ,. c , I i i' /,^• 1 I �! 4 ` _.__.---- _ I BOTT. NtO E - LOCUS 228 - _, l -J ! �i.3 -✓ ' -.._ _r{ ^•, 1 ;t ( _ _ T.B.,V_ lei A'� `i1 TREE Ci {!t _ 1 , , LO S 1 L (SEE PLAN) 4-14 ELEV. .10 , OVERDESIGIq OF h4IN.RSOIPRED SYSTEM 2`lo BENCHMARK DESCRIPTION 0 _ _ - ! TEST HOLE # 3 TEST HOLE# - ( . .✓ r` `i j7 -- ------ - --� - . ,ys1�• _ 1 s ELEVATION LATE �� v.. ELEVATION_ DATE- ti DF_PTM G.W. !DESCRIPTION DEPTH I G.W. DESCRIPTION _? i ' •,- ,?<'' ,! r. \ i / ..-1 -+ r ♦ _ t ',Lt"y ,'�' ,^ _ ( _ fl..a "►-�4 € D I C A E=S DEEP HOLE !? to DIR ,' . , __-_ _.._ ._._.-___- -_.____. _._ - V __. _ ,DiC� �_S '�fC _ IOC J Iv/J t y J Il1 NO PRIVATE f - _ � 1 � � � J� ll�'T". a/Al j 0! AT R'1 trf - AVA' KOUT i i���/AT. , 1 sJVV _E it it_�,Iry �f( �; . t; € : TECHNICAL NOTES: ? '"i , S, 1 CI` - 1�Z" I 140 KN lei 7F€ I -X: htl Nl�J !01� I ! i _ t _ _ ,�, :� r �' t -� { 2SO F`. OF THE PROPOSED € - ; 48 ©2V- _�_ _.�- t> _ r ! Ste'. 7 ICY �l4 EE^� C AREA. tJ0 G.1V. -,wIN' SEEP TIC L€=F�CH;'^�S A 4. _� SOTT. HO-E _ I _.. W I � ,' _ 1� -. F.O 1'v=TLANDS EXIST VIIIHIN. 200 I i _ _ i F R ice-}�� * - t n L. 3U_ .vtv7 r I. C- H: !'fG'PO�ED SEPTIC \ , ," f . _ ( �` } f i LEACHING AREA. TOPOGRADI-11CAL I I f ! \ - s} T +IhIJUk" ,=Tn, DATA SHO* - FROM TOkA/N t � . DARNSTA>3LF GS MAPPING. _�. rtAlr,x �--�` 1 j �Y L i LJTI IE5 SNOWINI FRC!'A THE SAME / I I J �r� �rTr TOVVII\! DATA, 7_C^v8. t ' ! : p I <; I ! i f , t,-•-. � ° \ � � - _- I � � � ' ; _ � � +C�l�i►M'�i�IAPP�.fC,��17': `` . l E - `\ t^`\ t 1 (� MYSTIC REALTY TRUST 11( 77 Cuff Road WELLESLEY, MA 02481 I PERCOLATION=ST DATA-#12,377 ASSESS. !,LEAP & LOT #: ! r I I i _ 7��6 NO.' DEPTH ; RATE MOTES: L - ` I n 19 or 1 - ! I - _cY T - ' `; ?ft";0' APPZZCVED 5- -qu y��p�j�y y h�,771 ^ _ .1^ ^•S +`.. KAI A �/r NO PRPJA T� D FARTI;E\7 L. V'FZ�'II'V.ENTA_ �ROT.0 I ON PJR„.:AN: - }.. ,y :I. f t^ I # c ' W1EiAY , L'V\ 7T 3'C t ^`, 7O CON lU 7 SCI ANA_Y� A1E' i I' LA,.t � � A':J ' ' ' j', THOh4AS ROUX BOH AGENT:DONNA MIORANDI,RS LA ut -y L - 9 s i `-- CA V2 I (ALA, .., 4 / _ ---'.. 9 Ar - E Alt iLYr S 'AS I _ENS p�R1 GRM=D EY M=_ �,I k ro,, � t� � ` �Ah�IE OF SOIL EALUATOR N� .� i -- / r^yc,r,- - II c cr. a�r,.ic u r i*� r :k t 3171{}� -• -N'. %4p I,:_ E • ED TPAIN NIG, EX _ 4 .o �.V A.. =XF_R€EEC.. JES...d SEC th 310 ..IvIFc :5.D17' 't'Is., ,, ;� , y,,=.,i�:;>'•, t , 'A '� Na ! - C rRT:FY THAT -y: RESULTS OF MY SO 7J �, I 1 RT-P� c NOTES $ SPAF{CA"E"IONS: �'PF���� NSTALLER & OVvE A C..r LI__:.: T` s- T-IE c t t -,`.` ., �. - -�. �. �� EVALUATION, A5 I?v�'vA7�.D t7A: ATTACHu � .`.,�;0 AL �' '• 'ICS TO TE'7_ FR.'W'!? T'?tC` PERT AN1_; T ., ,n{<;4^v t ^_5 PRE r -. I:: OR Ar;= x•� _0 4_ AC.JRA C AND ACCORDANCE t, i ' �f5 017f 1) THE SYSTEM FOR E SUBSURFACE DISPOSAL OF SANITARY SEWAGE SHALL BE J 1 f CONSTRUCTED IN AGRDANCE WITH THE LATEST REQUIREMENTS OF 310 CMR 15.00 OF THE r LA ' tt / A E E REQUIREMENTS FOR THE SUBSIIR C _ STATE NVIRONMEN:GODS TITL 8 R�iNI"d!Ufh REQU€REiUEN FAG- DISPOSAL OF SANITA SEWAGE- I r CK C Aa J:q �` �s4G H S H ADDITION, -`,HE MOST T MUNICIPAL i 2) THE `lSTEh4S ACN N,ArEET , PAL BOARD----- ------ T CURRENT � ��o » q ,�,. a REQUIREMENTS,UNLS AMENDED BY VARIANCE OR PERMIT. � I ELAN O F SEWAGE Y: A G E DISPOSAL S P O S A L SYSTEM ( ( Professional Engineer - -_.___-- -. ____- _ ___�_ 3) ALL SEPTIC SYSMO PORENTS,INCLUDING PIPING,SEPTIC AND/OR PU1 P TANKS. ! DISTRIBUTION BOXE-NDIOR MANHOLES,AND FRAMES LEIG■#3371 O-C(Exp 6/30116) - ____- _ _- --__ -.- ---.. -- ---------.___- -._ -.-----•_-_-..._ _ _ _- - _____.--___-._. ___-___ SHALLCOU RM,INILWI H REQUIREMENTS UMBERSI&2AB `G= Cr FOUNDA CN FIN. GRADE _I TANK 1ti. - CONFORM, T PEQ ITS OF N ABOVE. M- z tid;'♦1+. •ir LCKrt_L PF_c , * - ti i>VC VFN7 PECEl'R..' t } ih.;•. , WEST ROAD, € �,S.ZS� \\ 5J.8 - ao" ccvERs t = 1T9 _ - ;_ - ;J - I a T _ I A�CTON, Nth 0172t3 MOST BE SECURWD -- -- / ) HE DESIGN INTEDF THIS PLAN IS TO MEET STATE&LOCAL CO:;ES,WHEN APPUCAEI-E.T14E PREPARATION I SOX I,v. ou r; G7ArL f i OF THIS€ LAN DOES r GUARANTEE THAT THE SYSTEM WILL SE INSTALLED AS DESIGNED•NOR ! Tel. 975.337.LALA .. -_ - - I „3.1 DOES THIS PLAN GUINTEE THE OPERATION OF THE SYSTEM. .. ._ - 2" VIN± s 4 ..24' 1----�` __�. I _ - 1 /' t+CAt1t,�` OLALAOGMAIL,CO r>InG. INVEa- - ";; 1 € _f:. ,A3_�. / - L- 38 FT. ;� 4 1 97 WN. ! rj' Jif + vb= -♦ l ``---__ -Q.�$6'35 F�!F rj ;r r n r: PROF.CIVIL ENGINEER OR SANITARIAN ' z \ / 13oH-APPROwFD FLTER r ' �V'� I�.' 1. 7 II T. - _ _ _ _ . -" 2 I sc� I o Guy�- _ i L - _ _-. -vx-,\ s �-� ----__- - `.__.__.._ i f n r n r i F 40 PVC ^E ,� A I I + -- -_ ( 2.i1 D_ S.__EV - _L 2"DEPTH OF „ ----- ,j'! ...PERFORATED P"V i 1 C m ' C O. I I C m _ �-; i/ -� i` F a'R' L��E .._ 4 '\ , t 1�E�.at`TON �a Tm" ■ R OO E VAT G I_ �� =D J �.y ; f OR ABOVE MAX. �� TA\4' I`:VERT iN I J��j-��= _. _ i=---� _ _ _ -s; v -_ sr -1 -c F s' !,AVE r, i ( X' ' JL.� 14" $r-(j'�°� ,r ..6 V'+: v__ =.,z�._J....-.,- -v C-Al =R Ri;tiiS: :aAl1 ELEVA't0'v do aC STEPPED _ > _ > _ _ .� _ > _ _ J _ _ > _'`'� (.r;- J GAF Otti� �s_, w'♦. t�tYDROL OG Y'' RIViES J�&NAL�P'StS WETLAND SCIENCE GROUND YATCI?, ;:,.. i L ------ i` S I A1ER. /�� f/ r cv,tir \ ` ' r J t , / c r,p\T z: r y ;. / 4' MIN- L.OU D \ \ ♦ ♦ ♦ ♦ \ ♦ ♦ n `3T uF _ - - WI-41CIA(WER Is °`. T I .If / vFus s-cv= jstl -1 = 7 SOIL EALIJAT101�t LAND StU�dVEllth[�s PLANNING J GAS SAFFLf \- )14°.TO -'II I - I J,, L_ E F115HEYff REVD av c+;�� s y ,a:. ♦ DIST. 3OX DOUBLE-WASHED STONE � ��/tv --- _ _ 109 WHITNEY STREET � ROWS . r. ^"SJ `4_ . _E.� I F��E RESERVE NORTHBOROUGH, MASS. 01532 qrawtm 1 �'S SYSTF►',>' IS 'vO- DEwlu ,ED �0 �' R_QAI1E- t '�I� � ,, C� RE f 6" LAYER CRUSHE7 STOKE * \. _ --_ ., +Ir_ S (� _Ei P��J?r 4T- [- C�CTE IEPv,c' - __.._-________ __.__ ` C .393.3200 1i11lAI'w p tri rn tr _ G`� A A 3 CtC .1QOTYE � O ! � i.�t M L', T r`�:'� �, _ _ ;'. I f3$ t„� I . �Cr�' i " R S AT �, tI \(Cv�L'ti�. L-IIC( ,, +.' F'F'.,_-'J`= ix ACTIVE ! J ?R_CAST CONCK:TF TANK PIPE INV. ! _- _ _ ; - _ ACt fV I -ate p , VIM, STFrEtacTtE - �r I _ 3 v'E _ �Crl;! s�. T=!/r !�"A�� Tr 'O c --� I S - n , _ J �`)..-_--- `.�''::'LA .,r .,: 1;{-i r>h •�€ v € t• ,G`_! ,n1 t 9i;,_. T� r _ J>'� t...,� -'r'. ,,.,,, " - r�' AREA , -A R E H2O LOADING BEAR.NG ✓ S � v��. _ 4F _,� _� ^A_ ZONIPlG F?E _AT. 4�j _,J _ I1 T. S 1 �. �` .. L :;yyam� v...�. �..r.. .J tE'��` , '� A { 24" 0.1. FRAME k COVER L , (� 1� --- ._.^•.. I:; RESPONSO' E FOR ZC�iNG CON/PL'A.N-CE. .__..` '�. >i�, _!�.. •.-. _ , � ! 't. I'�' REEVE I. �oPT$oNA:.j ` / 041. :C? 1�AS. .�ACK FRvt�' 4,A €I r� i ii_'_ tS ( !;Tc I':'A __ _ __ AF ! 1 'aa� I� 1 TIRE ATtil.E'v- �FIOI�L� ENTER TH= ���-EM. r r > _ !, ' SEPTIC DISPOSAL OSAL :S` STE�f ' I C VCR E l i C` T , E FOUNDATION 1500 GALLON SEPTIC TAN LEACHING TRENCH � _rv, UST SE sIAK_O _� � ARhED AFT�� .,�' - =;�.: -- t`._ T_,F� ,-^�V- �Crly_ --- ._.. -- ----- -- 2uJL0 BCD ?�;� R70CT10N & 9UMAL TC _tr_1T F'r'AVV Eo'IP','E N- LIVI_S r,- I n :, I AREA ; �..�?T �$ '� � B�� 1�►C I , ! U 'V ✓ V '� L- ,_•- -} r•n. +�; •r1`;� 4/ a_w '•./ I •^•'=V rr`•I ,r';:ran %.`l\. i-?y- iF C :} �•t� i?: i I MARSTON MILLS, MASS. Cl _ _ •� � � ` � r J __Jf' C� �.. �_.a t�V�:J'€ ,..\� �,`l� .lJ. P�ti�, ,>rr I)E. 4 � T I�.t•., L:. ., 1 .":J,.. _ , t,..� ! : ' �,_ r �,i,.`_Dir �r� v. R-CI •-- -' n- -'"• ,: \i Fv4:i. I ------ II 1 1 L•I•/I�Ap:/7 ;7 1 I f,_ +" iS Cs CT i' 11 ,c^ ^r npI v .;IS �; '-s- ,�,�," ',A. I "JI _ .r_ r:0: 'z• �• :�' 3' i _ J r` CTICJ Je J C1Y� ,.. �l ..J!'v:. - 1 Vt.T I I. _ev _I .._ 'L: v . . P` ...`!•' I.: I.". .. ✓✓� s V ;tSr ;',:: .. .F ,1 :p I -- �C 14 -ER r :RSEc t Y ..., "�:. i j� I �,» ,ta _K .oUr.. - . ._ _� ' I t- - - --- I �' S ,A=E: S N07ED C. `�i_ 1.I JT!€ _ Ca i '.1 1>.'`.T :. t. �!. 1-1-7_ .._ .=v.. I� III:. r11YI _ - I '� i f_' Ji� = �)16 E rRiJ v'=vT 1.i.•11��,`!V-yi�`l I- [CG V JI1.J L i _�: JH�L I I T } E N IS FDIC - r I 1 LLJ r� SYSTEM PROFILE (NOT TO SCALE) � TRICH SECTION DESIGN CALCULATIONS TEST HOLE# 1 TEST HOLE# 2 c CAPACITY REQUIRED-RESIDENTIAL USE CAPACITY REQUIRED-OTHER SEPTIC TANK SONG DESIGN NOTES ELEVATION 53.1 DATE 9 29 08 ELEVATION 56.0 DATE 9 29 08 �3 BEDROOMS 110 GALIDAY/BEDROOM s 330 GAUDAY = GALIDAY DESIGN FLOW = 330 GALIDAY TYPE OF LEACHING SYSTEM PROVIDED: CULTEC CONTACTOR 100 IN TRENCHES DEPTH G.W. DESCRIPTION DEPTH G.W. DESCRIPTION C CAPACITY FOR GARBAGE GRINDER(OPTIONAL.)=NOT ALLOWED CAPACITY FOR GARBAGE GRI ER(OPTIONAL)= GALIDAY X 200%= 660 GAUDAY PE COLATION RATE:< 2 (SEE BELOW) 0-28" Ap, SL, 10YR 3/4 0-13" Ap, SL, 10YR 3/4 GOO TOTAL DESIGN FLOW =330 GALIDAY TOT DESIGN FLOW = GAUDAY SIZE PROVIDED = 1500 GAL/DAY DESIGN RATE: 5 - GARBAGE GRINDER ALLOWED_ NOT ALLOWED X SOIL CLASS 42" Bw, SL, 10YR 5/4 - 27" B1, SD, 10YR 7/1 GAS GAS GAS GAS GAS GAS O CULTL_C CONTACTOR 100 NOTE CULTEC 410 FILTER FABRIC • MEETS ALL TOWN SOH MINIMUM 54 SPECIFICATIONS PER REDS OF - 134 C, LS, 2.5Y 5/2 - 49" B2, SL, 1 OYR 4/8 11/28/01, At ALL DEP TITLE 5 O SPECIFICATIONS. oP EWC i eNHW1ATiVE SOIL ROAD B OG 91 .70 o� p Locus �o CULTEC NM 410 3 CULTEC CONTACTOR 100 120 fA°' ,5• -- (TYP,) MIN, FOR NO G.W. FOUND 9' MIN, PER TITLE 5 „ 54 Q1 � i H-0 LIDADS BOTT. HOLE _ - 145 C. S, 10YR 7/3 3 38.51 '` T,B.M,=NAIL .IN 6• INVERT EL. 41.9 7' TREE, EL, 54.50 CULTEC CONTACTOR*100 100 NO G.W. OUND D- Ox . LOCUS 5 � TRENCH DETAIL FOR ` CONSTRUCTION IN FILL BOTT. HOLE _ '-' p 1 EL. 43.9 �� I - 3VE > HACWILLED VIA APPRVED FLtt� T.B.M. = NAIL IN TREE BETWEEN p LOTS 1 & 2 (SEE PLAN) �j I 22 f- m COVED ELEV, = 414.10 \" �6 3 0 0 1500 GAL, S ANK nR txLLTFILo�1414 2 FILTER FAMM APPROVED FILL 12.5' 9. MIN, PER TITLE 5 / 43 i H-10 LaADs BENCHMARK DESCRIPTION Q c1y TEST HOLE# 3 TEST HOLE# 53 + 0 SEE 310 6' INVERT ELEVATION 47.0 DATE 9 29 08 ELEVATION DATE 52 j ul (cAN SAND) DEPTH G.W. DESCRIPTION DEPTH G.W. DESCRIPTION B ` W o �• DEP APPROVAL INFORMATION: 0-73" 0/A, SL, 1OYR 4/2 INDICATES DEEP HOLE 88 DR Y- DEP CERTIFICATION FOR 'GENERAL USE' OF CULTEC TECHNOLOGY WAS ISSUED ON APRIL 18, 2006 (SEE h2 TRANSMITTAL # W037676), _ 97 B, SL, 1OYR 4/8 INDICATES PERCOLATION _ 50 So CULTEC-TELEPHONE: 800-4-CULTEC � oo TECHNICAL WALKOU_...�' M CULTEC CONTACTOR 100 STANDARD DUTY NOTES: Cc �h. RTER I e A - 123 C. S, 10YR 7/3 NO KNOWN WELLS EXIST WITHIN 48 200 FT. OF THE PROPOSED 51 + 450 u 6 NO G.W. FOUND SEPTIC LEACHING-AR Im I BOTT. HOLE = NO WETLANDS EXIST WITHIN 200 DMA. INSPIECTION PORT EL. 36.8 FT. OF THE PROPOSED SEPTIC 7 4, LEACHING AREA. TOPOGRAPHICAL DATA S SHOWN G TFROM MATO N OF -54_ -, LLAR DRAIN 4 DIA, 6. 12,5 UTILITIES SHOWN FROM THE SAME 5 �`'��__•.,, _�._._ �---..- NALL RIB - TOWN DATA. CST 51 # 104 BO ROM � OWNERIrAPPLICANT: ^ SYSTEM$12JNG CALCULATIONS: L - 0 \ 3 BEDROOM DESIGN FLOW = 330 GPD MYSTIC REALTY'TRUST 60 4�-;-5-4-�- . F. 4 6 + 8 SOIL CLASS AND PERC RATE = CLASS I, 6 MPI 77 Cliff Road \ LTAR = 0.74 GPD/SF WELLESLEY, MA 02481 LEACHING AREA REQUIRED, = D330 ESIGN FLOW LOW / LTA GPDRSF = 445.95 SF PERCOLATION TEST DATA ASSESS. MAP & LOT M =YLEACHING AREA / EFFECTIVE LEACHING AREA 1 9% /08 9E RATE NOTES:ST LENGTH, 0PTH 445.95 SF / 6.7 SF/LF = 6656 LF A �� �_.,�___--.._A_�.._ 2 9/29/08 70" <5 cam- -~WR ER OF CONTACTOR 100 CHAMBERS = SYSTEM LENGTH / LAY-UP LENGTH \� 1 CERTIFY THAT 1 AM CURRENTLY APPROVED BY THE ( �`' RA �; DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT.. = 66.56 LF / 7,4 LF/CHAMBER = 8.99 CHAMBERS`") ��. __- ..._._ _ C) c. - TO 310 CMR 15.017 TO CONDUCT SOIL ANALYSIS AND "---- --- » 13 t S4-3 ,�7' 5 w USE 10 CHAMBERS _.. _. • - THAT THE ANALYSIS HAS BEEN PERFORMED BY ME NAME OF SOIL EVALUATOR THOMAS ROUX BOH AGENT:DONNA MIORANDI,RS o 91a 32661 V 1 - CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, II8TALLER_TRENCH LENGTH CALCULATION: AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 Fss `���srEREa +°� `---- EN '32()-Uu FURTHER CERTIFY THAT THE RESULTS OF MY 'SOIL -"` Oygt Lq 5 P3 EVALUATION, AS INDICATED ON THE ATTACHED SOIL ROWS OF 5 CH NOTES A SPECIFICATIONS: INSTALLER MUST PROVIDE A SIGN FOR EFFLUENT TEE, & OGS, ARE ACCURATE AND IN ACCORDANCE VM1Ti 310 I GTHt TIES TO TEE FROM TWO PERMANENT MARKERS. CMR 1 .100 TO 15. 17. 1 PIC. = (NUMBER OF CHAMBERS X INSTALLED LENGTH) + LAY-UP LENGTH ) THE SYSTEM FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE SHALL BE 0ADJUSTMENT CONSTRUCTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF 310 CMR 16.00 OF THEPROFLAND6f� = <5 CHAMBERS X 7.4 LF / CHAMBER) + 1.5 LF STATE ENVIRONMENTAL CODE,TITLE 5,MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGEPa YARNER = 38,5 LF EACH ROW = 77.0 LF TOTAL r4A4 2) THE SYSTEM SHALL,IN ADDITIJN,MEET THE MOST CURRENT MUNICIPAL BOARD OF HEALTHt ^��rvyi��, ' 20 ~\ REQUIREMENTS,UNLESS AMENDED BY VARIANCE OR PERMIT. PLAN OF SEWAGE DISPOSAL SYSTEM SCaI ,-- 1 Feet ;F y 3) ALL SEPTIC SYSTEM COMPONENTS,INCLUDING PIPING,SEPTIC AND/OR PUMP TANKS, DISTRIBUTION BOXES AND/OR MANHOLES,AND FRAMES LALAy FIN. CRADE TANK INV. OUT p' tdINIAIUAi BACI(FlLL PER TITLE 5 EXCLUDING TOPSOIL PVC VENT REQUIRED AS SHOWN VMiEN CHAMBERS ARE GREATER THAN SHALL CONFORM IN FULL WITH REQUIREMENTS OF NUMBERS 1 6 2 ABOVE. No.3371 33710,C TOP OF FOUNDATION 53.8 3 - 30" COVERS 51.94 50 FEET IN LENGTH-PIPE TO BE FITTED VATH A CHARCOAL FILTER �e�Ij �Q Q 55.20 4) THE DESIGN INTENT OF THIS PUW IS TO MEET STATE&LOCAL CODES,WHEN APPLICABLE.THE PREPARATION ON TM6C GRADE OF THIS PLAN DOES NOT GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS DESIGNED,NOR 0/dAt ETA 30' DIA. M.H. o.SSolx5t5. our 53.0 IDES THIS PLAN GUARANTEE THE OPERATION OF THE SYSTEM. 12' MIN s 38.5' BI G. INVERT 12" �. REMOVABLE COVER S■0.00 FTIFT FIN, GRADE SHALL SLOPE AT 02X MINIMUM MIN. r PROF.CIVIL ENGINttK UK LIANA IAKIAN 52.41 � PROVIDE SLEEVE ? PIPE TO BE LEVEL FOR 12' MIN. (,IN7 FT. U FOUNDATION) SON. 40 PVC 6e 2 FT. OUT OF GIST. SO S■01% INSPECTION PORT (lYP) �. PVC ELEVATION $� FLOW LINE I 'I PATRICK C. GARNER CO., INC. FLooR 029G M TANK INVERT IN 12' t4. s s 01 �T 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 O O 0 0 O NOTE: CHAMBER ROWS ARE AT SAME ELEVATION NOT STEPPED ( � � 52.19 AS SHOWN ON CROSS-SECTION. HYDROLOGY . RIVER ANALYSIS . WETLAND SCIENCE SEASONAL HIGH 1 > INSTALL SANITARY TEES IN ACCORDANCE SOIL EVALUATION . LAND SURVEYING . PLANNING GROUND WATER, �`' 4' MIN. H 101 6' LAYM CRUSHED STONE WITH TITLE 5, SECTION 15.227 WHICHEVER IS DEPTH HIGHER) �BAFFLEo TLET °�o �'� '" DIST. BOX 5 - LEACHING CHAMBERS/ROW _________________ 109 WHITNEY STREET (HousE ro 8E FURNI , i 51. 2 2 - ROWS,/' > SEPTIC AND PUMP TANK(S) TO HAVE 3 E Its/ p,� RESER NORTHBOROUGH MASS 01532 w�+ 4 " C LLAR 9R ) 1. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDERS. 30" MIN. DIAL MANHOLES GR • SHALL BE EQUIPPED 2. THE OWNER SHOULD PUMP THE SYSTEM EVERY TWO ----------------- ls�,�v AREA 508.393.3200 www.patrlckgamer.com EFFLUENTW/ AN EFFLUENT TEE FILTER 6' LAYER CRUSHED STONE BOTTOM CH BER YEARS AT A MINIMUM. > LEACHING SYSTEM REQUIRES A REMOVE & FIN ACTIVE PRECAST CONCRETE TANK PIPE INV. 3. EVERY REASONABLE ATTEMPT HAS BEEN MADE TO REPLACE OF TOPSOIL FOR ___10 FEET --- 400o PSI MtN. STRL?ICT1I 51.50 wlruMUM 0! COMPLY W;TH LOCAL ZONING REGULATIONS, BUT THE OWNER AROUND THE SYSTEM, TO A MIN. DEPTH OF ---------"`- �� H2O LOADING SEARING 5 IS RESPONSIBLE FOR ZONING COMPLIANCE. 28 INCHES BELOW NATURAL GROUND. RESERVE 24" C.I. FRAME :t COVER 4. NO WAS)HBACK FROM WATER FILTERS OR OTHER WATER ----------------- AREA OPTIONAL TREATMENT' SHOULD ENTER THE SYSTEM. > NO KNOWN WETLANDS EXIST ON THIS LOT ACTIVE ON SITE SEPTIC DISPOSAL SYSTEM FOUNDATION 1500 GALLON SEPTIC TANK 5. SYSTEM MUST BE STAKED & MARKED AFTER WITHIN 200 FEET OF THE PROPOSED LOT 5, # 104 BOG ROAD CONSTRUCTION & BURIAL TO PREVENT HEAVY EQUIPMENT LIMITS OF WORK. FROM GOING OVER IT. ----------------- MARSTON MILLS, MASS. 6. IF FIELD CONDITIONS VARY FROM PLAN, NOTIFY DESIGNER > TYPICAL CONCRETE THRUST BLOCKS ARE WMESEASONAL EIE GROUND IMMEDIATELY. REQUIRED AT ALL BENDS IN EFFLUENT FORCE 31 A1 mVATIa�43.9 7. FILL CCNOITIONS & STONE MUST COMPLY WITH TITLE 5. LINES & MUST BE APPROVED BY BOH PRIOR 31 s' MAX GROUND WATERt AT 8. CONTRA,CTOR MUST BE A CERTIFIED CULTEC SYSTEM TO INSTALLATION TYPICAL.I TYPICAL COPYRIGHT PATRICK C. GARNER, 2009 SCALE, AS NOTED INSTALLER. ----------------- DATE, FEB 4, 2009 PROJECT No, Cuddy 9. NO FLOODPLAINS, WETLANDS OR WATER COURSES EXIST > TEE IS REQUIRED IN DISTRIBUTION BOX IF Y ON LOT. CONNECTED TO A FORCE LINE FROM A PUMP REVISIONSt 10. DIGSAFE MUST BE NOTIFIED PRIOR TO CONSTRUCTION: TANK SHEET 888-344-7233. OF SYSTEM PROFILE (NOT TO SCALE) CHAMBERS CROSS SECTION _ � - -