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HomeMy WebLinkAbout0038 SAINT ANTON'S WAY - Health 38 Saint Anton's Wayl Marston Mills A—Q3.J:00024 - t TOWN OF BARNSTABLE -LOCATION f AN Votv-% LA-XcY SEWAGE# �2O 1-7- Ll 3P) v3/ VILLAGE "(Sic ASSESSOR'S MAP&PARCEL i�j a GCS(-o2-4 INSTALLER'S NAME&PHONE NO.-a­�p, t � �rJ �n►� SEPTIC TANK CAPACITY 0—)05�1f\ LEACHING FACILITY.(type) 2CMTNFIL,frCo�G(S (size) 7, 3)( 38,(, NO.OF BEDROOMS '3 OWNERI PERMIT DATE: 1 ,G—17 COMPLIANCE DATE: 7 7 Separation Distance Between the: U0,0e 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 Fco�� 1 3 . 2y�G ss - sw`y s No. G,'( / ✓� Fee`T 0. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitation for Mispo8al *pstrm Construction Permit Application for a Permit to Construct( ) Repair(Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.. 38 Sc—w t AA>4v,31S U)ctj Owner's Name,Address,and Tel.No. Mars" M illS A&, Assessor's Map/Parcel 031--co -(�a y lGwi't✓lt ��IC",J� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. v'1JSI'vee,'i, Type of Building: Dwelling No.of Bedrooms Lot Size 23,`7y y sq.ft. Garbage Grinder( ) Other Type of Building 1'e5jd e j#'fc..I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided :3* gpd Plan Date .t d 7 Number of sheets `L Revision Date Title r r Size of Septic Tank fie y)-%.v c Type of S.A.S. pv/1/ yGJtrc�3 7r jam_ Description of Soil Nature of Repairs or Alterations(Answer when applicable) J,,y jj-4 d C ,N CW e) 6 C y G� /,✓�l �72�� `) ;S ©t-► 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. Signeld ��— Date E Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2,v f-4 - q3a Date Issued ��G Zo i q� t � No.�q '" �� t ��" Fee'TX, A THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: <"s A. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS I 01pplicatlon for Disposal *pstem Construction 3pffmlt Application for a Permit to Construct( ) Repair ell*`Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components ty Location Address or Lot No. 58 Qt /A>Vv,JtS (,t)G'e.1 Owner's Name,Address,and Tel.No. M(,,1St0-N /fifths AAa, 1 �/c Assessor's Map/Parcel ©3/-001,.0,�J �,GMwovrC aL' Installer's AName,Address,and Tel.No. y Designer's Name,Address,and Tel.No. e�sa tJfOv3�..�rJG,. 5Cl�-�f�"7/S �+�FNrf✓��'J �, sfll$ r�.,yTl-5"3/3 Type of Building: t Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building I'ewdy yfc. No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) gpd Design flow provided :'31yk-1 gpd Plan Date 5�J Number of sheets Z. Revision Date ' Title Size of Septic Tank y 1.v t Type of S.A.S. S 1,V 11�CM," 300 'X .5.G� Description of Soil Nature of Repairs or Alterations(Answer when applicable) I n►S_i4 d G N f W d X Ci✓f/ Date last inspected: j 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. Sig ord it Date /$ G r -:Application Approved by "� - g -'y-,- Date Application Disapproved by� r Date for the following reasons ! Permit No. Date Issued (L !r/ 701 ; :_--- =- - - -__ = __ __ --=------ ---------- ---------------------------. - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS w Certificate of Compliance i THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Y ) Upgraded( ) `'•-- Abandoned( )by-T))ok1r-s A Rfn_i,),,% I NC at jig -5 r,:,y f ANtws Weky (wu,� l has been constructed in accordance with the P Sy stein of Title 5 and the for DisP osal S stem Construction Permit No�b1-'q�$ dated 1716/�1 i Installer.l_,wa)1,,c A 1 N I nX Designer ! wr<�7'+/ p4wk..f tr'�nI S S #bedrooms Approved design flow 3 e gpd The issuance of this permit sha`�not be construed as a guarantee that the system will function as designed. Date + Inspector _______._________.-------.----------------------------------------________________________________ -------- _ _ _ _ - No. L�✓ '- 438 Fe* THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS 3pisposal i�pstpm Construction 3pPrmit Permission is hereby granted to Construct( ) Repair(t/) Upgrade( ) Abandon( ) System located at g i,y N}G�S Pe�t Ijej f S try^js A c{f I S f ' 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:Co.struction must be completed within three years of the date of this permit Date I?, � '/�s�l �- Approved by i Town of Barnstable Regulatory Services o� Richard V.Scali,Interim Director RARN9 dAS& Public Health Division `6 ,a3sti .0 f)Nw�° Thomas.Mi cKean,Director 200 Main Street,Hyannis,MA0260:1 Office: 508-862-4644 Fax: 505-7,90-6304 Installer&Designer Certification Form Date: �� Sewage Permit# a017-4 3 Assessor's Nlap\Parcel0 31-00`1 Z`I' Designer: ( ,i,',yjee,-�n�0 wot-l�s, (r,C_ Installer: U;A , 111rzi nJyti I;.i Address: 1Z W, Crossp,e Li fZ4 Address t 4CJ- 4-s' V,46L to MA 6 ak 1114 On CI ,JAr-.3 A t VI-iZ. was issued a per lit,to install a ( ate)) (installer) � septic system at 3 Via,�t I Annn�s "used oil a design drawn by leie�T, tN1LGn+�e C (address) E►�g ne�ri.er, L.3o,-L i 1 l dated 1 2Z I -'— (designer) l certify that the septic:system referenced above was installed substantially according.� g to the design, which may include minor approved changes.such as lateral relocation of the distribution boa and/or septic tank. Strip Out (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. Strip out(if required)was inspected and the soils nt were found satisfactory. I certify that the system.referenced above was constructe nce with the terms of the AA approval letters(if applicable) FJat1OF 8 PETER T. WENTE£ w` CIVIL �nsta er's ignahire) Nf1;35tpg l (Designer's Signature) (Affrx Designer amp 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 B'ARNSTABLE PUBLIC HEALTH DIVISION'.. THANK YOU. Q:\ScpticiDcsigncr Certification.Form Rev 3-14-13.doc Town of Barnstable THE Regulatory Services OF 1p� Richard V. Scali, Director ,ARWABLE Public Health Division 9� 1639. � Thomas McKean, Director ATFD N1°�s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 1 Homeowner Certification Form for Alternative S stems Property Address: Nf-�ri 5�0� `� ✓ Assessor's Map\Parcel: Cam' C CxC7L -- Q 2 Property Owners Name: ��Y� In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N\A ©/ ❑ I have been provided a copy of the Title 5 UA technology Approval letters. -- (15 page Standard Conditions letter and the specific technology letter) © ❑ I have been provided with the Owner's Manual ❑ ❑� I have been provided with the Operation and Maintenance Manual ❑ Er/ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) / and the Approval © ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) �❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ Whether or not covered-by a warranty, I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I , ZILAo � r agree to comply with all terms and conditions above. Prolferty Owners p1rinted n IVI;, -7 operty Own Sign e to Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification 2.doc r , c Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Water Technologies,LLC. P.O.Box 768 6 Business Park Road Old Saybrook,CT 06475 Trade name of technology and model: High Capacity chamber, High Capacity H-20 chamber`, Quick4 High Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High Capacity chamber (8- inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740) chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP(Low Profile) chamber(6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber(2 inch invert) (hereinafter the"System"). Schematic drawings of the System and a design and installation manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X259183 Date of Revision: February 19,2015,modified June 12,2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. June 12,2015 David Ferris,Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Infiltrator Chamber,Infiltrator Water Technologies. Page 2 of 6 Approval for General Use—June 12,2015 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Quick4 Equalizer 24 LP (6-inch invert) 16 x 48 x 8 62 Quick4 Equalizer 24 LP (2-inch invert) 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Quick4 Standard HD 34 x 48 x 12 8 Quick4 Plus Standard(5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard(8-inch invert) 34 x 48 x 12 8 Quick4 Plus Standard LP 3.3-inch invert) 34 x 48 x 8 3.3 Quick4 Plus Standard LP (8-inch invert) 34 x 48 x 8 83 Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.254 High Capacity Chamber 34 x 75 x 16 11 High Capacity H-20'Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 Quick4 High Capacity HD 34 x 48 x 16 11.5 Quick4 Plus High Capacity(8-inch invert) 34 x 48 x 14 8 Quick4 Plus High Ca acity.(13-inch invert) 34 x 48 x 14 135 ' This approval allows the use of the high capacity H-20 chambers but makes no determination as to the chambers meeting the H-20 loading requirements. 2 Includes Infiltrator MultiportT'invert adapter attached to the side of the end cap. 3 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 8 Endcap. 4 Only systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2. 5 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 12 Endcap. 2. The System is an open-bottom leaching unit molded from polyolefm resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the "Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in accordance with the provisions of 310 CMR 15.000. Infiltrator Chamber,Infiltrator Water Technologies. Page 3 of 6 Approval for General Use-June 12,2015 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps. 4. For new construction or upgrades,the applicant can size the System in a trench configuration,using the effective leaching areas presented in Table 2. Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites" Effective Effective Model Leaching Leaching$ Area Area SF/LF SF/LF Equalizer 24 3.76 N/A Quick4 Equalizer 24 3.90 N/A Quick4 Equalizer 24 LP (6-inch invert) 3.90 N/A Quick4 Equalizer 24 LP (2-inch invert) 2.78 N/A Equalizer 36 4.73 N/A Quick4 Equalizer 36 4.73 N/A Standard Chamber 6.53 N/A Quick4 Standard 6.96 N/A Quick4 Standard HD 6.96 N/A Quick4 Plus Standard 5.3-inch invert) 6.20 N/A Quick4 Plus Standard 8-inch invert 6.96 N/A Quick4 Plus Standard LP (3.3-inch invert) 5.65 N/A Quick4 Plus Standard LP (8-inch invert) 6.96 N/A Infiltrator 3050 or StormTech SC-740 N/A 6.71 High Capacity Chamber 7.79 N/A High Capacity H-20' Chamber' 7.79 N/A Quick4 High Capacity 7.93 N/A Quick4 High Capacity HD 7.93 N/A Quick4 Plus High Capacity 8-inch invert 6.96 N/A Quick4 Plus High Capacity(13-inch invert) 7.93 N/A 6 Effective April 21,2006,310 CMR 15.251(1)(b)maximum trench width is 3 feet. '.Effective leaching area is equal to 1.67(bottom width+(2x invert height))for Systems 3 feet or less in width. 8.Effective leaching area is equal to 1.0(3 +(2x invert Height))for Systems with a width greater than 3 feet. 9.The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system may be allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. Infiltrator Chamber,Infiltrator Water Technologies. Page 4 of 6 Approval for General Use—June 12,2015 6. For new construction or an upgrade,the applicant can size the System in bed or field configuration,using the effective leaching areas presented in Table 3. Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites Effective Model Leaching10 Area SF/LF Equalizer 24 2.09 Quick4 Equalizer 24 2.23 Quick4 Equalizer 24 LP 6-inch invert) 2.23 Quick4 Equalizer 24 LP(2-inch invert) 2.23 Equalizer 36 3.06 Quick4 Equalizer 36 3.06 Standard Chamber 4.73 Quick4 Standard 4.73 Quick4 Standard HD 4.73 Quick4 Plus Standard 5.3-inch invert 4.73 Quick4 Plus Standard(8-inch invert) 4.73 Quick4 Plus Standard LP (3.3-inch invert) 4.73 Quick4.Plus Standard LP 8-inch invert) 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 High Capacity H-20` Chamber 4.73 Quick4 High Capacity 4.73 Quick4 High Capacity HD 4.73 Quick4 Plus High Capacity(8-inch invert) 4.73 Quick4 Plus High Capacity(13-inch invert) 4.73 10 Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288,additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. H. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval,the System shall comply with the"Standard Conditions for Alternative SAS with General Use Certification and/or Approved for Remedial Use"(the Infiltrator Chamber,Infiltrator Water Technologies. Page 5 of 6 Approval for General Use—June 12,2015 'Standard Conditions'), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in flow, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system,provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration,then the system shall comply with these requirements: a) Length(each trench) 100 feet maximum(310 CMR 15.251(1)(a)); b) Width(each trench)2 feet minimum to 3 feet maximum(310 CMR 15.251(1)(b)). -Chambers greater than 3 feet wide,when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area, three times the effective width or depth of each trench,whichever is greater(310 CMR 15.25 1(1)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet(per side)of side wall area for each trench(310 CMR 15.251(1)(e)); e) Trenches shall be situated,where possible,with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(4)) -Chambers greater than 3 feet Infiltrator Chamber,Infiltrator Water Technologies. Page 6 of 6 Approval for General Use—June 12,2015 wide,when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (3 10 CMR 15.251(11)). 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a) shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area,three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping,but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field(3 10 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet(3 10 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet(3 10 CMR 15.252(2)(f)); and d) the effective leaching area shall include only the bottom area, not the sidewalls(3 10 CMR 15.252(2)(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255 Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. 10. The System is exempt from 310 CMR 15.287, specifically items: (5)requiring written notification of alternative system prior to property transfer, (6)need for a certified operator, (9)need for an operation and maintenance contract with an operator and(10)deed notice requirement. L O C H E '11 A, c; E FE RMIT NO. 14-6)4 4 A-�,Cs V I L L A G E r. P d,j! DD '# PASTA LLER'S . N CAE & ADDRESS e t P. U ; L Q E P 0R , OWNER - �� 0 A T E P E R; 411 T I S S Y # :3 DDT E C0 9iPLIANCE ISSUED i act a s^r TIM Town of Barnstable P#'__1 r Department of Regulatory Services - BARNSTABLe. : Public Hearth Division - MASS. ` Date Q t 200 Main Street,Hyannis MA 02601 lEO�.(A , Date Scheduled Time� _ Fee Pd Soil Suitability Assessment for �►jage DisposalPerformed By: � � tv-� �i<S�12Witnessed By ]t.,OCATION & GENERAL INFORMATION ' Location Address 7 'l�., Owner's Nam; I f u,�v��A^An`�tTd►'S '_—r �a��,�t:.� lgfyC���C'. 1(Aw� mw- Wits PlIt Address.._-3ct�'� SG��✓l`C �e51 Assessor's Map/Parcel: �� d O Aq �`�S O`i u 64t r d �( Engineer's Name !; NEW i/L� �hs 6*,* �/ M CONSTRUCTION REPAIR _ Telephone# Land Use r -�" rCM�l�c- � I _ Slopes(%)—r Z-- _ Surface Stones Distances from: Open Water BDdy AZ ft Possible Wet Area 1v� ft Drinking Water Well 7(5 d ft Drainage Way t4jlA'- ft Property Line fJ �7 ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) tkfii 2 1 � 5a`^ Parent material(geologic) </ J .S Depth to Bedrock, f)e�Q Depth to Groundwater: Standing Water in Hole: /�i Weeping from Pil:Pace Estimated Seasonal High Groundwater ja Z DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing;in obs.hole: _ µ�in, Depth to soiY mottles: Depth to weeping from si ie of obs.hole: in. Groundwater Adjustment ti-- e ft. Index Well#i__ Reading Date:__ Index Well level_F_ A41,factor__ Adj.Groundwater Uwul T PERCOLATION TEST mate Thne____ Observation' Hole# _ _ _ Time al:4" Depth of PercZ Time at 6" 111aVa�s Start Pre-soak Time @ — — �. , s n Time(9'"-6") End Pre-soak _ _ t ,M,✓► Rate Min./Inch Site Suitability Assessment: Site Passed ,— Site Failed: Additional}Testing Needed(YIN)_ 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:\SEPTICPERCFORM.DOC DEL,P.OBSERVATION;HOLE LOG bole#-T—to''( Depth from Soil Horizon Soil Texture .Soil Color Soil Other Boulders. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,- Consistency. ravel) dr., L6� 13 }, I7_ 1 DEEP OBSERVATION HOLE LOG P;[ole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) _ Q- 2`_� �` - (co,, c_ r��c DEEP OWSERVATION 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, Consi tency, 4 Flood Insurance Rate Map;., J Above 500 year flxd boundary No .. Yes_/( Wittun 500 year boundary No Yes W Within 100 year flood boundary No.., Yes Depth of hlaturalny 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? .—yam - If not, what is the depth of naturally occurring pervi ous material? Certification I certify that on t R.C:_'If(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was pe:A-formed by me consistent with . the required training,expertise and experience described in 310 CNN 15.017. Signature, — Date GdJ2.?��� Q:\.EPTICU'ERCFORM.DOC No.....�6-1�0..........._....... Fps .. THE COMMONWEALTH OF MASSACHUSETTS y BOARD F HEA TH /OG(� .........OF....... /IaS......ct ........................ Appliration for Mivviial Works ( onstrurtiutt Prrutit gp)licafion is hereby made for a Permit to Construct (t,,<or Repair ( ) an Individual Sewage Disposal CM 4t. Location- dress r— Lot r J ................ Q ------------------- .��... ..... rz�e�l�!l........_.............. wner �� Address /r -------------------------------- ......;S ---- lc------•-------------------...-_................................. Installer Address d Type of Building Size Lot R 7�a.....Sq. feet U Dwelling—No. of Bedrooms.._...................................Expansion Attic (} Garbage Grinder (/tz) aOther—Type of Building ...........................• No. of persons...........................: Showers ( ) — Cafeteria ( ) a' Other fixtures -----------------------------------------............ Design Flow.......... ...5 ..................... W ggallons per person per day. Total daily flow............ ................gallons. WSeptic Tank—Liquid capacity! 0.0.0.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 tea ) � / Percolation Test Results Performed by.. = >''/ ..S. . _ �'_"_ 1 __ ......... .!ll��._./ Date... l -•-•-- Test Pit No. 1� 5...._.minutes per inch Depth 0 est Pit.__ ..r..__ Dept o ground water..__ 44 Test Pit No. 401-!:�.minutes per inch Depth of Test Pit...` ......... Depth to ground water........ �.1..r a ........................................... .......... Description of Soil....��I..- ...�... �2: .SQL -------------------------------------------------- -...... 1r - s. ....` ..... .�sl a----------•------•----------------------•........------•-•------•--------......----- W UNature 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 iITL U 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the bpald of health: .. c / ( igned.... .------. --- _.... D to Application Approved By......................... . .. . ....•-•-------- ..... . --........ ..........*S-.. _ - ... Da e Application Disapproved for the followi reasons:............................................................................................................. •..............................•-------•-� -------- ------•----------- •------•�•••-•...-•----------•.......•••-••--•.......--•-------------- ------•----------•-••-•-•--•-----•------••••--•.._.. .........--•-••. Date Permit No...... ...........�.��.. ---------- Issued. ---------•-••--•---------•----------- ti Date Q j THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA a°TH t.rf ........OF....u*;, '•fnG.K . Appliration for lliiposal Works Tomitrur#ion Vrrmi# Application is hereby made for a Permit to Construct (G�orr Repair (. ` ) an Individual Sewage Disposal System Location 'dress � r-�- Owner CAI 1 Address - W .0 0/I ----------------------------- ....... -- ..... ......... •-----... � Installer Address � �� i Type of Building Size Lot..3!_>....:............:Sq. feet Dwelling—No. of Bedrooms.......8................................Expansion Attic (Vo Garbage Grinder Other—T e of Building No. of persons............................ Showers W —Type g --------------------------•• P ( ) — Cafeteria ( ) dOther fixtures -----• ----------••----------•----------------------....----------•------------------------•----•--••-----I-- .....-----.......................... W Design Flow..........7�4 ....................gallons per person per day. Total daily flow..._.._.....: _ �-................gallons. WSeptic Tank—Liquid capacity Ctgallons 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 ( ) DosinV )� r Percolation Test Results Performed by :e. `"-------- .�....��`...y.._.*� Date.....:.:..s............:...�...... ._. Test Pit No. 1_ :��......minutes per inch Depth of"--;est Pit....' ... Depth-4 ground water.-.. fs, Test Pit No. 4,aA.��:.minutes per inch Depth of Test Pit.... ........ Depth to ground water.�.'..�� W ------------------- :;:. -----------•----------•---- r O Description of Soil .0. .. _ W VNature of Repairs or Alterations—Answer when applicable............................................................................................... -------------------------------------------•---------------•--------....-----------....-•----.....-----------•--------------------------------••---------•-------------------------...........----•----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL1 5 of the State Sanitary Code-.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued'by the board of health., 011 gned. -�zcr­ Ear .. r �r `~ '..:. r` ' D e Application Approved By.. h� .. r ----•-- ------------ - . Da Application Disapproved for the followi reasons:............... -•-- -------------------------------------------•------------------..----- . : (26 Permit No........��. ?-� •--- ............... Issued.... ............................................Dati< Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEAL H . / '���'"1 .... .... OF....s .6..� .r''t � Trrtifiratr of Tomplittnrr THY I$ TO CEIFY That t Individual Sewage Disposal System constructed (4--Kor Repaired ( ) by.., , r ....4 .. � --•- .............••---••--•--•-•----- ......--- at-------.. .--�. le �r1_ 47f7_J_ ! =_ /ZS................................................ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as Oescribed in the application for Disposal Works Construction Permit No..__(.;- ......... dated-------_3J-_1,!! 8 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUJNCTION SATISFACTORY.: DATE...........-•---......... / &........--•-------•-•--....-•---- Inspector...`--..-�..................•--••-------......................--- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH F FEE...........................,.* Uiopsal VorksAvns#r inn 'V"rrmi# Permission is hereby granted......- !' _....�-:--� �..1 ......................... to Construct ( or pair ) n Individ al SeWisposvystem atNo.•--• r .................................. -...... Street ........ ... as shown on the application for Disposal Works-eo)n struction Permit No. .�L"..L Dated.._.. �_.__�+t. C_______________ .............................. Board of Health DATE.......................... , FORM 1255 A. M. SULKIN. INC.. BOSTON . A - � l aa:C-+, Sfor.lo 41 /^r�/LUT 0 k 0 6', E �n34. �.I'0 D . ..{ F 0 1 sr 0 ;�- e � A( S FAZ ' �.1N OFffiLip r V o W BERG �. r No. 36G N EXISTINS SPOT ELEVATION 0A r 50 _ E�fiOTIN® CONTOUR ---- 0 CERTIFIED PLOT PLAN FINISHED SPOT ELEVATION " Lor /2^` :5T ,17-oWe wfiy FINISHED CONTOUR 0 '--- L?STc��uc_ALL S NOTE: The location of any existing _nd�:`ou d• sewerage, - IN wells.. or other utilities shown .on this plan is approx- imate only as determined from'records- and/or verbal �' SA ��, - A�w information. ,The contractor "is responsible for the / vrs� 7 `� b s verification of the existing locations in"the "field. gCALE, / so DATE 1118186 DREDGE ENGINEERING Ca'IN 'f CI.IEN' T.Ig�Wwl" I CERTIFY THAT THE PROPOSED EGISTERFM EGISTERE4 JOB NO. 8: gj27# BUILDING SHOWN -ON THIS PLAN 1 CIVIL LAND ' CONFORMS TO THE ZONING LAWS G R DR,QY�' OF RARNSTABLE , -MASS 712 MAIN STREET, *` CH.9Ylr p` z��/�G . ,f ,:/ � ;,W-C _ HYAWN I S, .NABS:: SHEET;4OF .. DATE REG. LAND SURVEYOR a77 /F TNER THE APT/C T.4N.K "OR /r-ZE/3C,-///VG P/T :4RE MORE '7-H/i.`J /2:­8EL0W !- /D RAOE� fa 24�O/AMETEK CO/yCRET.E COYE.� S,yAL L gE a ?DUGIyT .TO 6�A OE.��+.'✓ EXT>P�i �;, S="PYC P1PE CO/VCRG'TE /y/N. P/TGN I h'EAVY CAST /l?©/v CO�/ER" Sf/�rLL I3E L/SEU = i� ,••, CDYERS--�! �B"PEiQ FT. � � ', '`f. /N OR/✓EyV.4 y ; M/A. CONCRETE CU VER CLEAN SANG i Y - &A clk /L L q•�DIA t SCHEDOLT&40 _ 2�L�1YFR P eo p.>✓c. PIPE t �oo� GAL. - - •, ,, o• e � /g ,;•:b M/N. P/TCN . o . • • • • . • a o4 ryASHFO 5rONE f %4%PER fT C SEPTIC TANK . D/ST, o r,. 1 • • • • • • • 1 • e a 4 { BOX I r:.r '-.+ • .� • 1.• • DEPTt! • • • 1 • e WASHED.STONE i•`:. 33 40 / • � • • • • I..•: 70 a v. a.F o PRECAST SFE.oAGE lNI�2/�T: �LfYAT/DNS 5�19 c�� Ppl' e .oe. 1 • • •. •• • • � • ' pa� o ,PIT,OR EQU/s/ /NYERT AT BUILDING o/ 7� FT. ;. INLET SEPTIC TANK /oG, S FT �� 4 /a_.FT O/f�1+7., C(SE ON> E TABUL.AT! OtJ74ET SEPTIC TiaNK T. -z Y I . INLET D/STR/BL/ 10N j sox 1oG•r =7 _ ;GRDUNo WA7,FR- TALE SECT/ON,OF , Z . .OUTLET.DlSTR/�9tlT/UNOX /06,Z. f. INLET LEACHIA. o/T SEWAGE O/S/ADS.AL SYSTE/Yf,: 1 ,a TA$41 AT/D/V i Sc.aLE "-D/MEN.5'/ON "A ' FT DES/G/V CRITERIA. ;:.;:p�i►l,Fxs(CN 8 FT GARBAGED/SPOSAL UN/T._La '_ SOIL LOG j TOTAi- F �iLOC- —3.3U GAL.IDAY SOIL TEST #/ SOIL 7ES7-402 .SOIL TEST '- NUMBER AF •LEACNlNli P/T�_ .L_ FGEY I4&•0 ELPY pATE OF..SO/L TEST fg s i S/DE 4--AC,H1NG ado,r Sq -7 •# � r . * � ...• . . RESULTS /�/lTNESSED BY'p-n"•"/ � 'Ga'✓u".1- } ?BoTTo/N L.EAC/-///VG PER P/T�& $q, FT. f'tRCaLATl01V RR.TE#/ `Z !y/^il NCK�" TOTAL LEACHING AREA --1_�1 SQ FT. PERCGLAT/ON RATE Ik2 MLN.�7NGH j RE3ERYc LE.4CsrlNG AREA U7 $Q, FT. ak 3 1 } N of eAjl . PH UP WEIIABERG { no. sss _� `. ELDREDGEENGIMSFR/JVG c P�c; f v.4�:o 71Z MAIN 'ST.� HYANN/S, MASS. Q No GROVND kV,47eR E1VCOCINTE:A2SZ> ZC/ANT: ^. pATE ' (� G/eO UNO Yv/a TE.�•AT ELE1/ ✓OB 'ND. 3 s 4 . t. A fie,► _• R 'I l,Y 97--EXISTING CONTOUR St 4 N x 100.98 EXISTING SPOT GRADE o N/ EXISTING WATER SERVICE " G EXISTING GAS SERVICE Aso Mej9s E UNDERGROUND WIRES V. TEST PIT LOCUS q BENCHMARK ( LEGEND � o / o Rood c U OVG o O ' 1 yoke �o z t BENCHMARK o OPEN SPACE OUTSIDE COR./8OTT. STEP N �� EL.=102.74 e IOn x 98:53 ,x 101,12 --� x,400,02 LOCUS MAP 100,37 � \1 EXISTING LEACH PIT '. /�� E 1 NOT TO SCALE �� •}99,41 CONTRACTOR SHALL PUMP, 25� iq FILL WITH SAND & ABANDON 90 -+� + 1.88 x 300.07 I / PROPOSED S.A.S. _�g1--- - 101.7s__ 101,6211 OPEN SPACE -� 101.63 I 100.86 \ �loo.oa x 100.67 x I x \ I Rhodi _101.67 E . PA�10Qr \� 100.66 100,69 ✓� ��� 10 63Cb x"'E N 86.15 ✓ �. 25' 'Y 101.59 a \ 00" ry E \ 101.28 \ 60. _ __38.6' + .EXISTING \GARAGE \ \•o ,�, 55' �i ir1 --- XN HOUSE(#38) DECK ri 101.60/ ° \ x l00,37 T _1 TP-2 \ `c. .�w WENT T.50 101.40 ��t T.O.F.=103.2t \ 99.78 \ W ' y _0 `., G 300.31 G" -Waa=� \\ 101.23 to x 1007 / Q �..� .. GARAGE 1 P 3 / ... -� .•. . AI/EO DRIVEWAY',:" x ti �, ; x 101.72 v99.61 x3 f� :�.:,•,.r LOY. 5 x 10053 �0;.09 LOT 12A O �� 0 0 27 + 'o �0 5.00'�6_� '-- 1oos7 SHED 23,792 tSF 0 100,67 x N 8s? '00" 100.48 Z � 100,62 •, Q L - e _ o EXISTING SEPTIC TANK 100,91 TOP OF TANK, EL.=99.85 x 100.52 INV.(OUT)=98.50f OPEN SPACE -� i 98.67 98.73 SNOFMASS� PARCEL ID: 031 -001 -024 +99.04 ��O PETER T. G A MCENTEE N PROPOSED SEPTIC SYSTEM UPGRADE PLAN NO.'35109 38 SAINT ANTOIN'S WAY, MARSTONS MILLS, MA cl TER Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF:RECORD Engineering by: SCALE DRAWN JOB. NO. . Engineering Works PLIC UE LAWRENCE J , Inc. 1"=30' P.T.M. 280-17 & MARYBETH Q DATE CHECKED SHEET N0. • ,�• 38 ST ANTON'S WAY 12 West Cro ssfield Road Forestdale, MA 02644 �1 %17 MARSTONS MILLS, MA 02648 (508) 477-5313 12/5/17 P.T.M. 1 of 2 c.. SEPTIC TANK INSTALL RISERS & COVERS OVER INLET NOTE: TO PREVENT BREAKOUT, THE PROPOSED AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX FINISH GRADE SHALL NOT BE < EL FOR A DISTANCE OF 15' AROUND THE INSTALL WATERTIGHT RISER & t PERIMETER OF THE S.A.S. T.O.F.=10.32E COVER SET TO 6" OF GRADE F.G. EL.=102.Ot F.G. EL.=101.6t � F.G. EL.=101.5t FINISH GRADE: 101.4 CHARCOAL VENT MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 48" MAXIMUM COVER ' L = 7' L = 3' INSPECTION RISER PIPE ® S=1% (MIN.) S=1% (MIN.) SET TO FINISH GRADE 4"SCH40 PVC 4"SCH40 PVC 6" 10111 6" o o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 EXISTINGJ 48" LIQUID LEVEL ADD GAS DAPPLE INV.=97.00 PROPOSED INV.=97.83 INV.EL=97.50 INV.=98.50 D-BOX 1.5' S INFILTRATOR 3050 UNITS 085.4"(7.11')/UNIT = 35.6' 1.5' EXISTING SEPTIC TANK EFFECTIVE LENGTH = 38.6' SOIL ABSORPTION SYSTEM PROFILE NJA NOTES: BREAKOUT EL. = 98.0 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE PIPE INV. EL. = 97.50 APPROVED FILTER FABRIC INVERTS, PRIOR TO INSTALLATION. EFF. DEPTH = 2' m - 3/4"-1 1/2" 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM S.A.S. EL.= 95.50 DOUBLE WASHED STONE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 15' 43' 15' CHAMBERS ARE SET . . . PERVIOUS MATERIAL LEVEL ON A SANDD BASE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. SEPARATION TO GROUNDWATER 4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON EFFECTIVE WIDTH = 7.V THE OUTLET TEE. NO GROUNDWATER, EL:90.4 SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM SECTION NJ.& DESIGN CRITERIA SOIL LOG DATE: OCTOBER 27, 2017 (REF#15,514) NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 1 EXISTING 26.5 27• - DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH �L__P 6'ROP_S.A.S.5 HOUSE(#38) _2' - •� (0.74 GPD/SF LOADING RATE) 101.5 0" 101.4 0" T�----38. =--- DAILY FLOW: 33U GPu FILL FILL T.O.F.=103.2E DESIGN FLOW: 330 GPD 99.5 24" 99.4 I3 24" GARBAGE GRINDER: NO B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF S ILT L OYR55/3 110YR 5/3 OAM SILT LOAM RAGE GA .74 GPD/SF 97 8 C1 44 97.8 C1 43 S.A.S. LAYOUT PERC EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 44/62" PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS PROPOSED SEPTIC SYSTEM UPGRADE PLAN M-C SAND M-C SAND 38 SAINT ANTON'S WAY, MARSTONS MILLS, MA USE 5 INFILTRATOR 3050 (H-20) UNITS AS SHOWN 2.5Y 6/4 2.5Y 6/4 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 SIDEWALL AREA: 2(38.6' + 7.3') x 2' = 183.6 SF BOTTOM AREA: 38.6' x 7.3' = 281.8 SF Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA: 281 .4 SF 90.5 132" 90.4 132" Engineering Works, Inc. NTS P.T.M. 280-17 DESIGN FLOW PROVIDED: 0.74 GPD SF 465.4 SF 344.4 GPD NO GROUNDWATER, PER6 RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. / ( ) _ (508) 477-5313 12/5/17' P.T.M. 2 Of 2 • ".I ---------- -------------------- -------- - --- .. ---- 1 .. ' -.'T- , I I J E. ; I ..j i I 1 11�. II jl �4 11.. n U II II +I. 1, 1y-1, pr_.1, n n I I I I �1 1 I .r .,1 1 I I I 1 I I U P f ,l II.:. r r'. .,,• II 'I r 1 'r 1 I'I its r 11 11 :0. I If I., .. I4II If n n fi •15 i 1ti1 'r �..'ii. Fi I I I I nl it rif it 11 I , I If 7 n �� 11. II' I n. 11' itII r r 1 1 11 r �l it r 11 a r �. yr i. it 1' If If 11 I I 11 1 I 1 1 0 I I r r' r II I III 11 n rit !----- N®OPEN NG I I. .11 II P ------ --____ 11 1 I1 1 j _ ,I 1 �il n a ,I�. �,. .�r. I� �II II. 0�� 1 I 11 �I �' I�. I� II n II rl '� Ir I� f' '� t' ,1 TYP,9/6"RODS -an'-' I r , __________ , 1 11 - ell I • ,. ---__ ! I I U 11 I I 11 II 1 .I I I II I, 1 t I r it ', I 'r Q 1 I ip 7S In I �.I IEnee,°•d � � I I r I , � a•. 'I�,.1 I r I '1 11 .(... i m I r l t A 811 SEINE I 1 I I 1 I rl 4 THICK �I 1., r I _ 1 1_1=il"j,-•- IL n 1. , I' I I r .. LONG.SLAB all L 1 I all -an an aat ll . 1 r 1 lt__ _.1� __ I.r 1 I I j "•iT_^r..v TPr;...y a .. en J--aiJLII J i r•i m ' i.. a "EW FOUNDATI_ ONE 6 all . I '•1 '- In UI p I ° 1 Y ; - - So �- p ��` i r m I 'FAMILY , €XTERION 1 ' all 1 ° I I I �SIST.FOUND T ATID WA o mr yy 1 Q I ECK � RL... _ qqT tag 1 VAULTEDNi I •.I I it I UU , •., ..L, On- r I 1 Ir-zxm'°®16•De. on I '' I EOUN12ATI I. I 'Q _ .� ems- on _ . . r I a.: r 1 4bov� as Dm°om oc� °,' ON BAN m .I vT35 a an (�cvo) I I EXIST_`- XT T W''�L3�as I '. , - - - . I 1 all 1 ° L————— -- 1 eo 1 1 r I p. i - i tt. .. EXIST Imo_ N��ALL3" BIha• • 1 -- NEW EXT WALLS` TY• r r L----I°' 14 9 1 1 Q .. �' ..`— 00 a 4n� .. ' ONT74*446 DH120B i _ un . 9•-q• j•o. ------- OHTTOB-s DHTIT46/1446 N IN_ T`EWLS oR B-0•.. - - an NI STEP _ ..1-TXb PT 'al. .. - 9•-4° 9'.O• . 3'-0° 3•�r TYp.b•DU4M:CO NC. D FILLE TUBE'ON 24°X74•;TR':FTG- . AL .. . ELOO ,. &OOP FRAf 1 NN PLA ' RAKE BIRDS. ® ®®® ® .. 79 YR.ARCN.ROOFING- - 25 Yk ARCH.ROOFING TYP.IX4/IX9 NR.BRDA 7TP. RD&LX4fiXq CI.IR 6NMGLE9BD& IR/C C avc SLIINGLE9 REAR EI�N LEFTLEFT EL�PN mic sunaGLEg '. WILDER r TYp-aamcB TIM GRAY JOB A`Sg: CNR.BRDa. PROPOSED ADDITION ESIGN . ' s. CUSTOM 24' ^ iGHT I FvnTl 38 sr: Nr 'S w . A ON AT pATE MARS.TON'S MILLS MA, Ram- P� ASE-,D. aNGSLe4vESPdRcua6ERREs,oNs®LE� VISION - AWN F ' . LOCWC L BUILDING CODE9 AND'OP. .. 07-28'2003' . FOR BILE CONDITIONS OR FOR THE USE OF THESE D AY R,`fE U4N�11TH ALL i EXACT 817E ANp RE R FI NOT BE H . RAKING ELD RESPON°.AOLE I�ORCENENTOFA �oF - //��.•�r . DRAWINGS CONSTRUCTION.' ITII$TBE DETERttINEp BY LOCAL ILL LL CONCRETE.FOOTINGS / °- II-On .. ✓„•••� �LpS� .. - . PRACTICES OF CONS CONDNION9 AND 4CCEP7ABLE' a ALL FOOTImGUOg SHALL IEM TRUCTION.VERIFY DESIGN WITH'LOCAL ENGINEER.: 'VIX� TURAC E k4ND B 1NEYERffY p..UTH LOCAL ELOIULR091L- EPTH. ' ENTS FOR DESIGN 1 SIZE ENC'iNEF12'4ND BUILDING OFFICIALS. :. WEST BARN674BLE MA.0T66B �608)91S.p63O.