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Home My WebLink About0167 TOWER HILL ROAD - Health % •l J 167 Tower Hill Road Osterville 142-005 o �I u 4 e e e TOWN OF BARNSTABLE LOCATION 1 G-7 I C Wcr qi)) SEWAGE# 90(Cl-09 J -.PILLAGE 0,Ch-_fyt�)e ASSESSOR'S MAP&PARCEL VINSTALLER'S NAME&PHONE NO.':D,� ` ,_,.sc SEPTIC TANK CAPACITY LEACHING FACILITY.(type) S�O C3C� �1 (�rn1�*jp`S (size) )(;{ )(4-1 NO. OF BEDROOMS OWNER J+o[)c N PERMIT DATE: COMPLIANCE DATE: j •-I Lf `T Separation Distance Between the: ^�CwC e"Mo,�000 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 13P Cc IC I q 3 �. +� ou�l I 'DeciL- ° OT-37 � _ G ( . TOWN OF BARNSTABLE y LOCATION & 7ctsrr�al� C6 SEWAGE# VILLAGE &,fA)e ASSESSOR'S MAP&PARCEL. INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY A}CL, LEACHING FACILITY:.(type) c'e. 3 & H e 11 2C_ (size) 15,.1_X yZ, NO.OF BEDROOMS OWNER PERMIT DATE:42 31/�T_ COMPLIANCE DATE: 6 A Separation Distance Between the:Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility See pl" + Feet Private Water Supply Well and Leaching Facility(If any wells exist on NO R 20 e.oco,)A)merd 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 1 �le• ,.. Q~ qy7 z-t s 2 q 3 4,- fir - v(>A-* 3 y TOWN OF BARNSTABLE LOCATION —roWZr 041( uw) V VILLAGE OST-e-(Ut"KQ ASSESSOR'S MAP&PARCEL NAME&PHONE NO�I('"UCOJ6oy) t t SEPTIC TANK CAPACITY &)* &�10cwl LEACHING FACILITY.(type) (06 &590&1 (size) NO.OF BEDROOMS q OWNER 5CXnAf PERMIT DATE: C E DATE:TIt f Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any we lands exist within 300 feet of leaching facility) Feet FURNISHED BY \ + \ Y k Y I ♦ 4v f { ! { f f ! F J { f f f f F f J Y \ \ \ YYY4 \ \ 44Y Back of f ! ! r r { r F J ! r { { 4 \ \ \ Y Y 4 Y \ 4 4 4 4 ' 4f7.7fv{YfYfvlY! House. 4 YrY 4 Y 4. 4 4 4 16 37 41 No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for disposal *pstrm ConstrUttiott permit � t Application for a Permit to Construct( ) Repair(f,� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 16 7 %c c✓e i f�� % Owner's Name,Address,and Tel.No. ate✓v I)�t Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �:_R .cC�u�cJ I'A S '=�_�/ yS . ' ,tile /�' t. a( CS SC Type of Building: Dwelling No.of Bedrooms / r Lot Size 3�3. 3l"j sq.ft. Garbage Grinder( ) Other Type of Building _�['S Ir�c -lt� 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) w.LA 0 gpd Design flow provided � I 1 3 gpd Plan Date �2 - C'J I`1 Number of sheets Revision Date Title Size of Septic Tank f I 15n S GCS Type of S.A.S. R-A Description of Soil Nature of Repairs or Alterations(Answer when applicable) ¢�� (, Ivez,-) 4 - U d- �ox 4 L( -10 j-C�0r. ��n '(S tip r,� i . K W f ee 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 Boa Sig ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. cam"/ Date Issued L �� No. �I T( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rplication for Disposal 6pstent Construction 3perntit f , Application for a Permit to Construct( ) Repair(�n_Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7 Owner's Name,Address,and Tel.No. h°vvt t 1,e I4(1,) 11okl G A0 Assessor's Map/Parcel l�� . Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 3 5,13 a c► sq.ft. Garbage Grinder( ) Other Type of Building t'S 1'), No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y t l 0 gpd Design flow provided 14, 3 gpd Plan Date—) Number of sheets o1 Revision Date Title Size of Septic Tank 1Y15 INS i'JQC� Type of S.A.S. 11 �"c�0 NCO GGl G�(1110 &01/ Description of Soil d y Nature of Repairs or Alterations(Answer when applicable) J n/C{L / G ^1 rGt1 A - :2.o d- � - n •act; c�f)ram C I�{;�M►I fs a 1 JC W I ' �, ir"ti 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 Bo d.of Dealt . Si ed. '' ..,� _ Date Application Approved by ( _ w.. ._ . Dateh/// Application Disapproved by Date for the following reasons J j { Permit No. (� Date Issued - -= -- - - ---------•------•--- -- - - ----- -- --- -- ---- - - - - - -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance TIES IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by�I1. (ICx.�ln1. at G % "�n has been constructed in accordance v C / with the provisionns of Title 5 and the for Disposal System Construction Permit No�1'7 -4 ) dated Installer -D, A ,�, ( 1 Designer r r i d r e%N r �iyb d�C S I �,� fi ( gn J #bedrooms Y Approved design flow-----./j- Al ° gpd The issuance of this permit shall not be construed as a guarantee that the system will fi{c'on aUes gned. Date �. Inspectors ------.----------------------- - -- No. Fee / THE COMMONWEALTH OF MASSACHUSETTS - --- - PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS misposal 6pstP Construction J)ermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at . and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with P Y Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pe Date Approved bya- „1 /� Town. of Barnstable o�t"E r Regulatory Services Richard V. Scali,Inferinn Director ' BARNSTABLE, ' 'qpp1639. , Public Health Division tEDMA�e 'rhornas McKean,Director 200 Main Street,Hyannis,MA 0260.1 Office: 509-862-4644 Fax: 508-79M 304 Installer& Designer Certification Form Date: Sewage Permit# Q"1_(g-08 1 Assessor's 14Iap\Parcel Y Fc -s tic A Designer: '' n e r;nay tY-/s IYir� Installer: 0_Yk Address: )Z lci P-,{ Address: VIA, t"C was issued a permit to install a. (date) (installer) septic system.at 1 (o•1 Tore (address) based an a design:drawn by (add dated 2 I'L vq (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved chang were found satisfactory. es such as lateral relocation of the distribution box and/or septic tank. Strip oitt (if required) was inspected and the soils 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 .6f the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follo�� Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the ten-us of the] A approval letters (if applicable) ER McE�EE (Installer's Signature) eNkL t4p,35109 O 9n gfG(STE4� esigiier's Signat>ue) (Affix.Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. C:EIZTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTIJ! DIVISION. THANK�OU. Q'Swic:'Designer Certification Form Rev 8-114-1 1.doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the.system.The installer assumes responsibility for all materials,workmanship',backlilling to specified grades with proper compaction and setting risers'oovers as shown on the design plan. No.'I�� "' (CD� Fee I U) THE COMMONWEALTH OF MA►SSA0HUSETTS Entered in computer: Y—� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es 4plitatlon for Disposal �6pstrm Construction permit Application for a Permit to Construct( ) Repair(; Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. ` y fcc= ,-//,// /zc,) Owner's Name,Address,and Tel.No. Assessor's Map/Parcel / _ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.' a.,sl4S-A I Jl'&wtj d 1� 00 715-2 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) q hl 0 gpd Design flow provided ys/, (3 gpd Plan Date Number of sheets 'L Revision Date Title Size of Septic Tank Type of S.A.S. ,q/G3( /VK Description of Soil Nature of Repairs or Alterations(Answer when applicable) sV�r� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by f Date Application Disapproved by Date for the following reasons Permit No. D / � Date Issued No. OI V ., a Fee c �� THE,COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for MispoBal 6pstem 6 ustrUction 3permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6 7, 7;wr r 11,41 lZc,) Owner's Name,Address,and Tel.No. USTP/✓r J 1 /�o/�a Assessor's Map/Parcel r Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. V✓SIG,s,A fcw" Zr-< S f Type of Building: i Dwelling No.of Bedrooms y Lot Size —sq.ft. Garbage Grinder( ) 1 �r Other Type of Building �� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6/0 gpd Design flow provided y�_� gpd Plan Date y/h(�/ 2 j_ Number of sheets Revision Date -Title Size of Septic Tank Type of Description of Soil I i Nature of Repairs or Alterations(Answer when applicable)�� i�� ^/yr,✓ i i 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 4, Compliance has been issued by this Board of Health. l _Signed Date " "( Application Approved by Date _ Application Disapproved by Date for the following reasons Permit No. Date Issued 3 . --- ------------ ------------7 - _: . ; _:.- _ = _: - - _- . 7.----- - . - -- . _ .. THE COMMONWEALTH OF MASSACHUSETTS �.� BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(.graded( ) Abandoned( )bye at i has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated I Installer . Designer #bedrooms y Approved desi flow &j�_/ J3 gpd The issuance of this permit shall not be constru d as a guarantee that the system will nc', V'd "g—ned. Date (!� )�� Inspector "-- --- --------- . ---- - -:: >- - -, ---- --------------- No. Fee ZOO, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *ps!7"Ou"pgrade strUction permit Permission is hereby granted to Construct( ) Repair( ( ) Abandon( ) System located at ��? , y,� H/ Z/ i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date "1 p�� /'� Approved by JXC _ 06/29/2012 15:53 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Servkes Thomas F.Geiler,Director Public Health Division s Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1 7- Sewage Permit# A=emor s Ma' p,/Parcel I q Z— er&Rginer Certi6,Mtiog Form Designer:: n erre�•� yv ` lnc . Installer: ✓4� Address !?w� Cfn s F�`�►cl i d. Address f,Q,, dot; ! Q z� y Cie �11e G?14'3 On b-li 'Rea. t In c was issued a parnit to install a (date) (instal er) septic system at 16 7 -7a mod` VA t 1 I l based on a design drawn by (address) (�'L #-ems dated k6k, -2 (designer) certify that the septic system referencW above was installed substantially according to e 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 compouez�t of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) wa ted and the soils were found satisfactory. OF --�----- PETER T. (Installer's Signature) WENTVE civil. v+ Mo.8a109 (Designer's Signature) (Affix Design PLEASE RETURN TO BARNSTABL C HEALTH DIVISION. CERTMCAT F COMPLIANCE WILL NOT —M ISSUED UNTIL BOTH THIS FORM AND AS- BUILTSAN An,XWEIVED BY THE BARNSTABLE PUBLIC, W LTH DIVISI 111 THANK YOU. q:lafficc fonmaldeagaercat fication foim.doc r v b f 1!" ANCHOR BOLT DETAIL SCALE: 1/2" = 1'-0"e 28'-0"` 2'-0" 24'-0" 2'-0" 3'-6" 8'-11" 8.1 d 3,-6" A ANDERSEN ANDERSEN G ANDERSEN TW2442 TW2432 TW2432 00 W Ale) Xeef-7 -------------------- `'- New Bathroom a+ (L for: DN. - Ken Holland Residence AN T012842 ' J 167 Tower Hill Road 'NE Two Osterville, MA 02655 " S r -,'g } ANDERSEN ANDERSEN 1 A21 A - 3'-10" 2'-4" 3'-10" ol 10'-0" ISHFD DORMER) t _ t , A " G DROP TOP OF WALL AT ENTRY DOOR I I 1 I I I I � i I • I TYP.8"CONC.FOUND.WALLS W/8"x 18"CONC.FOOTINGS TO 47 BELOW GRADE I GARAGE ✓ I (5 CONC.SLAB I i PITCH 2"TO O.H.DOOR - W/6 x 6 WWF EMBEDDED I New Bathroom a for: Ken Holland Residence I I I I 167 Tower Hill Road osterville,MA 02655 SIMPSON STHD14 STF__ _ aimr-ZUr►J I HU14 J I RAPS I .I PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL DROP TOP OF WALL AT O.H.DOORS I I I , APRON TRENCH DRAIN W1 SIMPSON STHD14 STRAPS COVER W/PIPE TO A PER O.H.DOOR DETAIL BOTH SIDES G 3'-9" 9'6" 1'-0" 9'-6" 3'-9" 10 28'-0" ol FOUNDATION PLAN Town ofrBarnstable r# 3 .� DepartmentofReguxl Regulatory ry Services , Public Health Division Hate ' 3xera,r Aa: 200'Main Street,Hyannis MA 02601 , Date Scheduled / Time �I Fee::]M " Soil Suitability Assessment for Sewage Disposal Performed By 1.'e . -2,� ��Witnessed By: LOCATION-&.GENERAL INFORMATION .' Location Address 1 b? '1 oUrQ✓—I-l.I1 l f Owner's Name o s ke ran I S 1-i3 2t-1 (Zq Address Assessor's Map/Parcel: Z! 0057 Engineer's Name 4-- NEW CONSTRUCTION REPAIR X Telephone# SO$)'Z 3-7-�Z L Land Use Slopes(g'o) Surface Stones Distances from:. Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line. ft .Other $ SKE'TCH:'(Street name,dimensions of lot„exacr"locations of test holes& tes w pert ts,.locate wetlands fn proximity to hales) Parent material(geologic) Depth to Bedrock �/ Depth to Groundwater. Standing Water,in Hole: Weeping from Pit Race Estimated Seasonal High Groundwater �� .5 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole. in. Depth to soil mottler In. . Deuthaaweeping.fromsiae.of.ebs.hole:.— :.--- in, Groundwaterpdjustmerit, �- Index.Weli.# Reading Date: Index Well level...,�,;,,,,�„ .AcU'factor �Adj:'-GrpuhdwaterLevrri,,,o PERCOLATION TEST )bete�, Time Observation Hole# 'Zi Time at 91, Depth-of Pere... Time at 6" .Start Pre-soak Time @ A. 151he(911.611) End Pre-soak / Rate MinJlnch �2�' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division - Observation Hole Data To Be Completed on Back----------- ' * If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. Q:XS EPTICIPERCFORM.DOC DEEP:OBSERVATION HOLE LOG` Hole# Depth from Soil Horizon Soil Texture Soil Color Soil thy' ti Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;.Boulders: _ is t -tc� 6y Z lQ _ 5 : u 6 - - z�. _Sqt� 2°S. , DEEP`OBSERVATION HOLE ZOG Hole# Z Depth:from Soil Horizon Soil Texture Soi l Color . ' 1.4 Soil ' Other (Structure,Stones Boulders. 11 Mo ttling S M unse g USDA (Munsell)dace in (USDA) Su ( ) Consistency.W, L d -- G M S� ZtS DEEP OBSERVATION HOLE LOG ' Hole# ' Depth from Soil Horizon Soil Texture Soil Color Soil- Other Sur face in - - USDA (Munsell) Mottling (Structure,Stones,Boulders. Qnsigency. e DEEP OBSERVATION HOLE LOG Hole# Depth'tiom Soil Horizon- Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell).• Mottling (Structure,:Stones.Boulders. Cons. Flood Insurance Rate:Map: Atiov`e SOQ.year flood boundary No_ Ye "Witlun 5o0 year'boundary No Yes.... Within too year flood boundary No Yes Death of'Naturally Occurring Pervious Material Does at least fpwfeet of naturally occurring pervious material exist in all areas.observed throughout;the area proposed for the soil absorption system? -- If not,:whatis the depth of naturally occurring pervious material? - Certification I`certify that on _ (date)I have passed the soil evaluator examination approved by the P that bove analysis was performed by me conststerit with . e artment u Enntroex ertise a d ex enence des the in 310'CNR 15 017: r F,- e9 g p p Signature Date Q:\SEPT10PBRCFORM.DOC f 3% and Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not.for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owner's Name information is required for Osteryille MA 02655 May 10, 2011 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please,see completeness checklist at the end of the form. Important:When filling out. A. General-Information _ forms on the • computer,use 1. Inspector: (_0 only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189 Cammett Road , Company Address Marstons Mills MA 02648 City/Town State Zip Code 508.428.1779 SI 12855 Telephone Number License Number, B. Certification certify that I have personally inspected the sewage disposal.system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 C M R 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority r^+ May 10, 2011 Job# 11-74 Inspector's Jrignat Date CZ The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or r44 has a4design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Lk 511 t5ins-09108 Title 5 Official Inspection"Form:Subsurface Sewage Dispo I S stem-Page 1 0 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owner's Name information is Osterville MA _ 02655 May 10, 2011 required for Y every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in.310;CNIR,15.303 crin,.3,10 CMR 15.30"exist: Any.failure criteria,not evaluated are indicated below. Comments: Cesspool and overflow pit were found empty with no signs of surcharge. z B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass.inspection.if the exist ng tank.1s replaced with a complying septic tank as approved by the . Board of Health. "A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): 15ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 f Commonwealth of Massachusetts w Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name , information is required for Osterville MA 02655 May 10, 2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owner's Name information is required for Osterville MA 02655 May 10, 2011 every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a.surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑. ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. Clty/rown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on:- ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Unknown Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): N/A t5ins•09/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments y 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is Osterville required for MA 02655 May 10, 2011 every page. Cltyrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ .Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Currently Occupied. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. City/rown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Unknown Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: . gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): , t. 15ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments > 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1' feet Material of construction: ® cast iron, ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet , Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. Cltylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): i Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary oluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10 2 every page. Citylrown Y 011 State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): , Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.):, *Attach copy of current pumping contract(required). Is copy attached?- ❑ Yes ❑ No t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is Osterville required for MA 02655 May 10, 2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): { Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 ` Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is Osterville required for MA 02655 May 10, 2011 every page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Type: " ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: One ❑ leaching fields number, dimensions: ® overflow cesspool number: One 6x6 block pit ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Overflow pit was found empty with no evidence of surcharge. Observed a stain line at bottom of outlet pipe. No other structures were found last overflow is assumed to be a trench Cesspools (cesspool rnu`st be pumped as part of inspection) (locate on site plan): Number and configuration One with overflows. Depth—top of liquid to inlet invert 5' Depth of solids layer Oil Depth of scum layer 0 Dimensions of cesspool 6x6 Materials of construction Block Indication of groundwater inflow ❑ Yes ® No l5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Sub surface Sewage Disposal System Form Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is Osterville required for MA 02655 May 10, 2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Cesspool was found empty and is structurally sound. Observed a stain line at outlet invert. Recommend annual pumping. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17. Commonwealth of Massachusetts _ ' l Tit'1' Official I n ,pec#ion Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is required for Osterville MA 02655 May 10, 2011 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the,sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below d drawing attached separately ..---... .... _..- / / /•r / /%/%/% / is% /%/ /%/ /%/ / / / / / / / / / / /%/%/% / / / I / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / „ ' \ , \ \ „ " ♦ ' Back of House. %/ / 16 37 41 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is Osterville required for MA 02655 May 10, 2011 every page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water Check cellar ® Shallow wells - Estimated depth to high ground water: 30 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: USGS topo map. You must describe how you established the high ground water elevation: Topo map shows property at el. 50 and Sam Pond at el. 11. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 167 Tower Hill Road Property Address Walter H. Sanford Jr. Family Trust Owner Owners Name information is OStervllle required for MA 02655 May 10, 2011 every page. Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D; or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information-Estimated depth to high groundwater Sketch of Sewe-ge'Disposal System either drawn on page•15 or attached in separate file 4 r e l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 4; , a 1 LEGEND 0 _ N 89.83 -- 98 -- EXISTING CONTOUR a V ROAD x 100.98 EXISTING SPOT GRADE Mgt RIDGE50 OAK 9o.1s _____------�,+ 62 PROPOSED CONTOUR °' s°nth �• 90.71 Edge, of Pavement -mow- _ ------- - 91.12 ,- W---- ------------ 93 8 -�H. OVERHEAD WIRES _-----92-----------08�18 30 ------ _______________ N/ EXISTING WATER SERVICE LOCUS ----- ------ R=,5y4.96,-'' 108.80 - x- 81.97 R=554.96 96,26� R TEST PIT BRB/FN , '�A-38.61' N \� 6 $ Q O 92.05 A=43.64 .-' w BENCHMARK 3 y N � g v `_ _ 96.21 t° Main St r i r 0 Mop 142 Ponce/ 5 Z m �4rea d x 95,33 11'%onn° Rd 38,J?9f S.F. Ave 1 + PL. BK. 82 - PG. 93 o.88f Ac. ,,-8'�►-1 0 o LOCUS MAP r+T•. 00 STRIPOUT BOUNDARY NOT TO SCALE ' (SEE NOTE 11) PROPOSED S.A.S.: ° GENERAL NOTES: �o ° 4-500 GALLON CHAMBERS �� 95.08 SURROUNDED W/3.5' STONE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 91.81 x 94,36 x Gs �� 'r' ° BOARD OF HEALTH AND THE DESIGN ENGINEER. 94.53 + I ;.j 4,61 VENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �x Lj_L_J chi OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BENCHMARK ) x �• ij� LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: OUTSIDE COR./BOT,T. STEP 94.37 1 <:,:;; ;i '�'�r 9P,so j -310 CMR 15.405(1)(b): EL.=96.25 x ` 1)'A 3' variance to the 3' maximum cover requirement, 9s.o2 - i EXISTING LEACH S.A.S. for 6' of max. cover. S.A.S. shall be H-20 and vented. (PER RECORD AS-BUILT) N , 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR � 9 63 r rr� 94,48 TO REMAIN CONNECTED WITH 93.98 95,66 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE IP/TIPPED/F D ___ _ ' ' DESIGN ENGINEER. PATIO �;•o TP-� IPA BULL RUN VA 94,23� -� 94,30 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 94.94 /NGROUND v 1` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN o0 46.40 SWIMMING x 95,10 POOL ENGINEER BEFORE CONSTRUCTION CONTINUES. ` S 05 2 E 1'50" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. s` ~- 9s,7o 9a.0 x 63 EXISTING SEPTIC TANK 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x x ° 94.60 TOP OF TANK, EL.=91.6 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF q, Z 94.86 x 95x 95,45 INV.(OUT)=90.27 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. x SPA 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. NS G 6� a PORCH Z 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS GARAGE DECK DECK 94v1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DECK OF Mq DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Sb co o ��`' yG THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING EXISTING �,� = o PETER T. � CONSTRUCTION. 96.55 g� HOUSE(#167 McENTEE ) /TOF=99.54t \��", m N 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS Cellar Fl. Et=92.14t `� 95.16 CIVIL IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND (Assumed datum) 97.79 1, No. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE PAVED 98A3 ` �� \ S INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. DRIVEWAY 96 �� ` 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND l� p /i i �1 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. ) ' -- 8.45 0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN ` 99.59 99,06 x 99,16 150.oo' 98, 8 47 ' f 97.64 167 TOWER HILL ROAD, OSTERVI LLE, MA 100.90 S 03 26 50 E x ; `9p0. UP 97.19 Prepared for: Kenneth Holland, 167 Tower Hill Rd, Osterville, MA 02655 -� Pavement r�j,89 9e 99.24a ASIN Engineering by: SCALE DRAWN JOB. NO. 101.63 100.41 98.82 OHONLAND,FKENNORD Engineering Works, Inc. 1"=30' P.T.M. 136-19 TOWER HILL ROAD 167 TOWER HILL ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 1 (508) 477-5313 2/28/19 P.T.M. 1 of 2 jf 'f. NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:89.5 BACK FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. DECK DECK SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.- PORCH GARAGE INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES SPA T.O.F. CHARCOAL F.G. EL.=94.5f VENT- F.G. EL.=EXISTING F.G. EL.=94.6f F.G. EL=94.5f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ' L = 50' L = 23' o' ") S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC �- 6" to"I " as as ta" ) s' At EFF. 00 E30Wa® EXISTING 48" LIQUID ' DEPTH aaaaBaa � V LEVEL 3.5' 4.8' 3.5' o ADD INV.=89.40 PROPOSED INV.=89.23 N ^ ^ GAS BAFFLE EFFECTIVE WIDTH = 11.8' INV.=90.27 D-BOX INV.=89.00 4-500 GALLON LEACHING CHAMBERS EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN j H-20 RATED 1 cn TOP CONC. ELEV.=90.1.t 1 v o NOTES: BREAKOUT ELEV.=89.5 1 cn INV. ELEV.=89.00 um 1.) CONTRACTOR SHALL VERIFY ALL EXISTING PIPENEBaaa aaa 1 1 INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=87.00 ( 1 S.A.S. LAYOUT 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 3.5' 4 x 8.5'=34.0' 3.5' _ TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' MIN. OF NATURALLY OCCURRING EFFECTIVE LENGTH = 41.0' -.I 11.8' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTT. OF TP, EL.=83.0 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ESTIMATED DEPTH TO G.W. APPROX. 38 FEET 3/4" TO 1-1/2" DOUBLE ®®®® 0 BARNSTABLE G.I.S. & G.W. CONTOUR MAP WASHED STONE ®®®®®® ® ®®®® 37„ o- ®®®®®® ® ®®®® SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" TO ,/2" N ; ®�® DOUBLE WASHED STONE Z N.T.S. (OR APPROVED FILTER FABRIC) EO DESIGN CRITERIA SOIL LOG 102 DATE: FEBRUARY 2, 2012 (REF# P-13,535) 4" KNOCKOUT NUMBER OF BEDROOMS: 4 BEDROOMS SOIL EVALUATOR: PETER McENTEE (SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT 20" DIA. COVER DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP— 1 Depth Elev. TP-2 Depth 4" KNOCKOUT / 4" KNOCKOUT 58" DAILY FLOW: 440 GPD g4,3 q 0" 94.5 q 0" 0 DESIGN FLOW: 440 GPD SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO 93 5 B10YR 4/2 10„ 93.7 610YR 4/2 10., 4" KNOCKOUT LEACHING AREA REQUIRED: (440) = 594.6 SF SANDY LOAM SANDY LOAM 74 91.3 10YR 5/4 36" 92.0 10YR 5/4 301, 500 GALLON CAPACITY, H-20 LOADING EXISTING SEPTIC TANK: 1500 GALLON CAPACITY (H-100 C1 C1 CHAMBERS SILT LOAM SILT LOAM N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 10YR 5/3 1OYR 5/3 87 8 (UNSUITABLE) 78„ (UNSUITABLE) 88.0 78" PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4-500 GALLON LEACHING CHAMBERS IN SERIES C2 C2 01 PERC 78"/90" SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES MED. SAND MED. SAND 167 TOWER HILL ROAD, •OSTERVILLE MA SIDEWALL AREA: 2(1 1.8' + 41.0') X 2 = 211,2 S.F. 2.5Y 6/4 2.5Y 6/4 Prepared for: Kenneth Holland, 167 Tower Hill Rd, Osterville, MA 02655 BOTTOM AREA: 11.8' x 41.0' = 483.8 S.F. 83.8 1 126" 83.0 1 138" Engineering by: SCALE DRAWN JOB. NO.TOTAL AREA:..............................................................695.0 S.F. PERC RATE <2 MIN/IN. IN C2 HORIZON Engineering Works, Inc. N.T.S. P.T.M. 136-19 NO GROUNDWATER OBSERVED 9 g TAT DESIGN FLOW PROVIDED: 0.74 GPD/SF(695.0 SF) = 514.3 GPD ESTIMATED DEPTH TO G.W. APPROX. 38 FEET 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. BARNSTABLE G.I.S. & G.W. CONTOUR MAP 1 (508) 477-5313. 2/28/19 P.T.M. 2 Of 2 1 . F# LEGEND N. EXISTING CONTOUR a ' .;% ROAD �89.83 -- OAK RIDGE - R' x 100.98 EXISTING SPOT GRADE ° St (� 9018 th --1 62 PROPOSED CONTOUR ° 90.71 Edge of Pavement . " _ -_--- ` 3p Vlr` 9,D$_ r, -e H. Ki OVERHEAD WIRES ' 91,12 ,-_-----92 --'- -------- N 08�18 W EXISTING WATER SERVICE 1 - ---------------- --- 10g.8_o------ LOCUS 9� `s1`97 R=554.96' R=55 96 - 96,26 ,'F TEST PIT BRB/FN , �q=38.61' W � _ 6 $ BENCHMARK 3 92,05 I p�43.64 - ° St 96,21 F- `' IVMain o c, 6CLI Map 142 Ponce/ 5 , Z mo Aread V I w;°„n° Rd I^� 38,1?91- S.F. 'y 0.8'8f A C. PL. BK. 82 - PG. 93 Q. LOCUNOT S SMAP 00`O co CALE EXIS77NG BBO TO BE REMOVED GENERAL NOTES: ` EXISTING CESSPOOLS ": 95.08 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY-THE LOCAL 91,81 �T\O BE PUMPED, FILLED W/ BOARD OF HEALTH AND THE DESIGN ENGINEER. SAND & ABANDONED. w 94,61-�$•5'�`-ANT � o' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' l I y OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \�) J x94.37 F�, TP-2', ' T LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: iT,i 94.50 -310 CMR 15.405(1)(b): i X Hy 95A2 LAG-POLE � � i I R° ��P� `r9�y 1) A 3' variance to the. 3' maximum cover requirement, • 94.28 I.P. o TERRY s for 6' of max, cover. S.A.S. shall be H-20 and vented. / EXISTING PAVEMENT __9a,11 i �}^ : ANN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ' ^� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE TO BE REMOVED ,' W NER btESfG.N ENGINEER. IP/TIPPED/F�D 93.98 --__-�"' ' /2X2 � - -94,48� IP o� WARNER �: ,94.2A 94.28 TP-, o _ i 94,30 - p a� 4: ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING A „ _�� 1FT- RR CE � � , 1 a• <^ 9F � � . 94.94 j rA TJj GAS E� Sp�� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 00 46.40 PROP9S�E 5 DECK i r 16. ( ENGINEER BEFORE CONSTRUCTION CONTINUES. S 05 21'50" E 16 I 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. ~- 94.30 94.I1x 94,36 x Cx 94.00 . ' �� 6: T-H-E DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF I co �L TH[E CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PROPOSED 94.e6 9s 3 N p 17' F HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. , Z DRIVEWAY E. ' �� MAss 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 00 i Eow ' ' I ya`�P� gCtiG 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. ' I N3 I N p 4, ' o PETER T. J 9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 9510 9 anoge x 5.12 Z McENTEE (- V Slab 94J1 o AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE CIVIL W No. 35109 DIRECTED BY THE APPROVING AUTHORITIES. Ex. dec 95.44tVv rri �,� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I i £G F IZ S - TLOCATION F A N N UTILITIES, PRIOR TO BEGINNI NG f HE 0 ALL UNDERGROUND D 76.6 � I Q 'PO � X$//7 FSS ENG� CONSTRUCTION. 96,55 HOUSE(#167) ,96; /TOF=99.54. ( 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ``LGT l N Cellar F/ EL=92.14f `� 95.16 (`d`�� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND O (Assumed datum) 97.79; ,\ ' { REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). �18F 5 I ` y 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Benchmark Set 96,96 98.13 9 ,41 9842\ z INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. �o MAGNTEC NAIL SET 97,44 96.96 �� x `96 ADDITION PROPOSED . _4 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND oY` o 9 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. EL.=100.00 (Assumed) o � ,98'15 I�� ,66 ----- X ----------- 98.62 . - y845 LOT /' ` PROPOSED SEPTIC SYSTEM SITE PLAN FLOOD PLAIN DATA m -` - 99.59 ` 99.06 99.16 150.00 9 6 167 TOWER HILL ROAD, OSTERVILLE, MA 1. B 97b4 NON HAZARD-ZONE C 100.90 S 0326'50 E x 6 ¢ MAG SEr - @ uP 97.19 Prepared for: Kenneth Holland, .-C_ ,trout Brook Rd, Cotuit, MA 02635 ZONING CLASSIFICATION: ZONE RC --, .100,00 Pavement/Berm 97,g9 t' Engineering b Surveying by:' SETBACKS: FRONT YARD=20' Edge ®9.24 - ASIN wt' 9 9 Y Y 9SCALE DRAWN JOB. N0. 100,41 98,82 OWNER OF RECORD Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 109-12 SIDE/REAR YARD=10' 1oL63g g MAXIMUM BUILDING HEIGHT=30' P O"//'�'R ROAD:. ' HOLLAND, KENNETH 12 West Crossfield Road 22 Long Road WIND EXPOSURE CATEGORY: Ex osure 'B w HILL. 159`TROUT BROOK ROAD Forestdole, MA 02644 Harwich, MA 0264� DATE CHECKED SHEET NO. TCOTUIT, MA-02635 (508) 477-5313 (508) 432-8309 . 4/10/12 P.T.M. 1 Of 2 r. , NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.88.6 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT CHARCOAL VENT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S.A.S. (CONNECT ALL LINES) T.O.F. F.G. EL.=EXISTING F.G. EL.=94.6(MAX.) F.G. EL.-94.2f F.G. EL.=94.6(MAX.) MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ,-' INSPECTION PORT L = 20' L = 5' L = 6'(MAX) ONE MIN. 1711 S=1% (MIN.) @ S=1% (MIN.) @ S=1% (MIN.) (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" tIrl B t 4" 10.75" TO 17.46" INV.=90.50 48" UQUID INVERT LEVEL r' ,:. - I INSTALLED GAS BAFFLE INV.=90.17 PROPOSED INV.=90.00 (3 ROWS OF 8 UNITS AT 5.0'/UNIT) + 2.4' (2 COUPLERS) = 42.4' LENGTH INV.=90.25 D-BOX SOIL ABSORPTION SYSTEM (PROFILE) s.45" INV.=88.20 16' 12:37" PROVIDE NEW SEWER ' EXISTING SEPTIC TANK OUTLET AT HOUSE AT ESTABLISH VEGETATIVE COVER OR, ABOVE, INV.=90.70 BACKFILL WITH CLEAN NATIVE OR 10.38 DOME END 9 PERC SAND TO TOP OF CHAMBERS INVERT HEIGHT NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP POST END INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=88.63 33.75" 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND INV. ELEV.=88.20 TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=87.30-� --- SIX INCH CRUSHED STONE BASE, AS SPECIFIED NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT IN 310 CMR 15.221 2 . 4' OF NATURALLY OCCURRING 2.83' DI CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ( ) PERVIOUS MATERIAL - DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE WIDTH=8.5 4 GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. SEPARATION TO G.W. 4640 TRUEMAN BLVD EXISTING SUITABLE HILLIARD, OHIO 43026 UNITS MUST BE STAMPED H-20 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TP-2, EL=83.0 - MATERIAL Se Are 36HC SIDE PORT COUPL ADVANCED DRAINAGE SYSTEMS.INC. ESTIMATED GROUNDWATER APPROX. 38' BELOW GRADE USE 3 ROWS OF B-ADS Ac 36HC 63.25" SEPTIC SYSTEM PROFILE ROW WITH NO SEPA ATONrBETWEENUEACH ROW & NOE STONE RS R N.T.S. TYPICAL SECTION 16" S 0 I L. L.0 G 34.5" DESIGN CRITERIA DATE: FEBRUARY 2, 2012 (REF# P-13,535) SOIL EVALUATOR: PETER McENTEE (SE#1542) NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I Elev. TP- 1 Depth Elev. TP-2 Depth so" END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN 94 3 A 0" 494.5 q 0" FRONT VIEW SIDE VIEW DAILY FLOW: 440 GPD SANDY LOAM SANDY LOAM END CAP DESIGN FLOW: 440 GPD 10YR 4/2 10YR 4/2 REAR/TOP VIEW 93.5 B 10" 93.7 B 10" GARBAGE GRINDER: NO NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (440) = 594.6 SF 10YR 5/4 10YR 5/4 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.C1 C1 91.3 36" 92.0 30 74 4640 TRUEMAN BLVD SILT LOAM SILT LOAM e HILLIARD, OHIO 43026 Arc 36HC DETAIL a PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-1 00o 10YR 5/3 10YR 5/3 ADVANCED DRAINAGE SYSTEMS. INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 87.8 (UNSUITABLE) 78„ (UNSUITABLE) 78"USE 3 ROWS OF 8-ADS Arc 36HC UNITS + 2 COUPLERS PER C2 88.0 C2 PERC 78"/90„ PROPOSED SEPTIC SYSTEM SITE PLAN ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE MED. SAND MED. SAND 167 TOWER HILL ROAD, OSTERVILLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 2.5Y 6/4 2.5Y 6/4 Prepared for: Kenneth Holland, 15 Trout Brook Rd, Cotuit, MA 02635 (Arc36HC Units) 24 UNITS x 5.0 LF x 4.80 SF/LF = 576.0 SF 83.8 126" '83.0 138" Engineering by: Surveying by: SCALE DRAWN JOB. NO. (COUPLERS) 6 COUPLERS x 1.2' x 4.80 SF/LF = 34.6 SF PERC RATE <2 MIN/IN. IN C2 HORIZON Engineering Works, Inc. WARNER SURVEYING N.T.S. P.T.M. 109-12 TOTAL AREA = 610.6 SF NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Rood DESIGN FLOW PROVIDED: 0.74 6?0.6 S.F. = 451.8 G.P.D. ESTIMATED DEPTH TO G.W. APPROX. 38 FEET Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. ( ) BARNSTABLE G.I.S. & G.W. CONTOUR MAP 1 (508) 477-5313 (508) 432-830.9 4/10/12 P.T.M. 2 Of 2 LEGEND �. y N ROADD s9s3 - 98 -- EXISTING CONTOUR a 10 7 m I R x 100.98 EXISTING SPOT GRADE 0 'St GE 90,16 a °�th RID 5 PROPOSED CONTOUR OAK pavement - "'- 90,71 Edge of --y „__W-- _ OVERHEAD WIRES a 91,12 ----- OS'18 �___----�_ -93,8 -�f 1J. - _ -----92-------- - -N _.. _ W EXISTING WATER SERVICE _1 - LOCUS 08.80 --x 9� �si,97-R=554:96' `R=-,5 96 - �� 96,26 ° TEST PIT HRH/FN _ _ .61 � BENCHMARK 92,Os "�°;' A=43.64 A N _ s ° St v ,9'6,21 F- Main a Map 142 Parcel 5 00 m m Area d I Wlonna00 Rd cn ' Gi 38.31189E S.F. Ave o,l PL. BK. 82 - PG. 93 I o �8f ac. i o LOCUS MAP 00 1 �' �' NOT TO SCALE ° EXISTING BBQ IDO TO. BE REMOVED ° III-- GENERAL NOTES: 60 cn a 91,91 i\\EXISTING CESSPOOLS �.�`�, 95.08 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TO BE PUMPED, FILLED W/ � GC BOARD OF HEALTH AND THE DESIGN ENGINEER. SAND & ABANDONED. w 94,61�8.5 ��NT ' ' ri *- -- 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE J x94.37 F TP-2.1 i 1 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: } ; , , j 94.50 I �N FSs -310 CMR 15.405(1)(b): O 9502 i ry i I �P� f9� 1) A 3' variance to the 3' maximum cover requirement, LAG-POLE u � ¢ y' y I o TERRY lip_ for 6' of max. cover. S.A.S. shall be H-20 and vented. -� r EXISTING PAVEMENT 9a28-_94.11 i 1 ANN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR -� 93,98 Q' , 49448 1 Q WARNER - TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE IP/TIPPED/F D _ TO BE REM01/ED - -T 4.28 ��' 94,23� ®® ----�� -- \'- ,/?X2 IF�i 94P,30 �P� No. 38721Qk DESIGN ENGINEER. - _ A -1F ' ° �� 4 e ®�®__`9a 9a _ ( FROMCTHOSE OSHOWN ENCOUNTERED SHALL E CONSTRUCTION REPOR REPORTED TO THE DIFFERING DES DESIGN i � ao,46.40=-^-� �,-__PRO 64Sx b2�ECK (' �c3Z - .I / ��q� 0 t ( ENGINEER BEFORE CONSTRUCTION CONTINUES. l ` �-- S-05 21'50"_E- „ .[_�. # 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 94.30 �r.. 94,11x OX94.00 I"� ��Z, 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 94,36 N O j 1� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PROPOSED 94,86 95. 3 O 17 i I OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. ( Z'I DRIVEWAY \ ' _0 Mgss 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. �j1 = pew 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PETEf 1 �f I W 95.10 9 �' &Oroge 5.12 ®r z (vICENT E Slob E �' 9• ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS J 9,4,71 o AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE Ex. decl - C:aI U NoC135109 VIL DIRECTED BY THE APPROVING AUTHORITIES. 95a4 ® -; I �0 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ` STF� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING --- E?��Tl" / FSS/O Ali�C1� CONSTRUCTION. HOUSE(,>f�167) 96,55 / ' m I g6`. /TOF=99.54ti 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS LGT' Cellar Fl: EL=92.14EI i\e ( Z IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND (Assumed datum) ,� .97;79' rya ° -�. 00 , � L61 J REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). . c., , f � �! _ems. Q oo , _---_°'�� p . !� / = � t i �I pp�� ---" --- """'��"�� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Benchmark Set 96,96 981, 9 ,41 ,a*, 9842 z n 'Ef�� AY' INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. MAGNTEC`NAIL SET 97,44 96A6 x PROPOSED 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 96 ADDITION EL.=100.00 (Assumed) o :`� ��' ro9 ' �� 1 , IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. ,may' N i ,66 •--..98 _ ---------- / 8.45 00 0 �' . - z ,� PROPOSED SEPTIC SYSTEM SITE PLAN 100 9862;:." , LGT I 'r i n e 99,06 99,16 150.00 9 G 167 TOWER HILL ROAD, OSTERVILLE, MA FLOOD PLAIN DATA m �_ 99,59 .:. 97,64 NON HAZARD-ZONE C 100.90 $ 03 26'S- E x e 67 ? ` Prepared for: Kenneth Holland Trout Brook Rd Cotuit MA 02635 `7gQ-,_.�:_ MAG%SET - UP 97,19 P , �� , ZONING CLASSIFICATION: ZONE RC .10o,00 SETBACKS: FRONT YARD=20' Edge 79 24 ASIN povement/Berm 97,89 j Engineering by: Surveying by: SCALE DRAWN JOB. N0. SIDE/REAR YARD=10' 101.63 100.41 98.82 OWNER OF RECORD Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 109-12 MAXIMUM BUILDING HEIGHT=30' HILL KENNETH 12 West Crossfield Road 22 Long Road WIND EXPOSURE CATEGORY: Exposure B TOWER n`LL ROAD, DATE 159 TROUT BROOK ROAD Forestdale, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. COTUIT, MA 02635 (508) 477-5313 (508) 432-8309 4/10/12 P.T.M. 1 Of 2 LEGEND ROAD s9'sa -- EXISTING CONTOUR a AK RIDGE �"1 x 100.98 EXISTING SPOT GRADE �St 0 (� 90.18 _ - a South Q. 62 PROPOSED CONTOUR 90.71 Edge of Pavement r� _ -- -- H. OVERHEAD WIRES a 91,12 -"92-------------- N=O$'180 _------ 93,8 �� p -- --- W/ EXISTING WATER SERVICE LOCUS -' ------------- 108.8�-- �s1,97 R=554.96' 96.26 TEST PIT I 8 ' m BRB/FN BENCHMARK 92.05 A=43.64 N N _ Main St 96,21 0 b Map 142 Parcel b 34 Z 00 ornno Rd W 4re0 0 I Ave 38,Jg9t S.F. rn cn 0.88f A C. N o I 1 � 0 - , o LOCUoS SMAP NOT Top I "1 PL. BK. 82 - PG. 93' co 95,08 �� 94.61. I 111 Iy r �. I x 94.37 ) I 1 I 1 94,50 x i I 95.02 FLAG-POLE ' i R° ' • 94,28 i-+-+ I Ln I 1 94.48 '' 93,98 ,h r i I i IP IP/TIPPED/F D _-__ --- I _ _l_J 94.83 l.J - A7 94,23�0 94.28 F I t 94,30 1FT CE rr-'4 �gf 94.94 M4Sf1� J9�� o°po 46.40 YT� = Z G S 0,5 21 50„ E o PETER T. �, o TERRY s p �t x r^ �' i MC ANN 94.30 94.11 O Qx Fl 0 o o � Op x 94.36 x 94.00 c> `' CIVIL v No. WARNER 38721 1 ry 94,86 x 95.45 r I `D No. 35109 o 95.23 , /S1ER��`�� O 35.8 . I ' III r"I PROP ED DECK 1 z A AGE 94.71 TOF=97.5 rn ( .a TOS=96.2 to 96.5 �o EXISTING LAMP g' X5.68 (REMOVE) 96 t EXISTING HOUSE(#167 FLOOD PLAIN 96,55 DATA 96 196 /TOF=99.54t1 � NON HAZARD-ZONE C GT - Cellar Fl. EL=92.14E �`� y 95.16 (Assumed datum) --�` 97,79 `i BONING CLASSIFICATION: ZONE RC y 96 16 \b \ SETBACKS: FRONT YARD=20' SIDE/REAR YARD=10' Benchmark Set 96.96 98�3 9 ,41 9842�\ s MAXIMUM BUILDING HEIGHT=30' R' - " 97.44 96.96 , x WIND EXPOSURE CATEGORY: Exposure B CATCH BASIN RIM o r 96 P EL.=98.82 (Assumed) a o 98, \`` I � _'38.95 I A6 98--- - --------------------goo- ,, 98.62 LGT 8,45 PROPOSED GARAGE ' 99.16 150 99.59 .00'� 98. 167 TOWER HILL ROAD, OSTERVILLE, MA 100,90 S 03 26'S0" E {y 97,64 - x uP Edge ®9,24 ASIN 97.19 Prepared for: Kenneth Holland, 167 Tower Hill Rd, Osterville, MA 02655 1 Pavement/Berm 97,g9 Engineering by: Surveying by: SCALE DRAWN JOB. NO. t• 101.63 100.41 98.62 ROAD OWNER OF RECORD Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 185-15 H'/ / HOLLAND, KENNETH 12 West Crossfield Road 22 Long Road LL TO WER 167 TOWER HILL ROAD Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 1 (508) 477-5313 (508) 432-8309 7/8/12 P.T.M. 1 of 1 t ' ; I NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 28'-0" &DIMENSIONS IN THE FIELD 1 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 3's" 24'-6" DETAILS,&FINISHES IN THE FIELD WITH OWNER q 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT G5 FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, _ OR HORIZONTALLY W/BLOCKING AT EDGES,6"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL AND. AND. SIMPSON COMPONENTS A251 A251 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE r DURING FRAMING CONSTRUCTION GARAGE 11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE _ o (5"CONC.SLAB — PITCH 2"TO O.H.DOOR ——— 12.) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. W/6x6 WWF EMBEDDED L——— 13.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING - 14.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF AND, MASSACHUSETTS WIND SPEED MAPS A251 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION UP UP 28 x 68 ' 9'0"x TO"O.H.DOOR W/TRANSOM 8'0"x 7'0"O.H.DOOR W/11ANSOM 4-2 NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE APRON JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 7 ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END A WALL FRAMING: G TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS " STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24" 4'-0" HEADER TO HEADER(FACE NAILED) 16d 16d 16"D.c.ALONG EDGES - - FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST - AREAWAY JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST BELOW BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST FIRST FLOOR PLAN BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) _ RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"D.c. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: I.� WOOD STRUCTURAL PANELS(PLYWOOD) N i"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN I"THICKNESS 1Od 16d 6"EDGE/6"FIELD THE ERRORS RO OMISSSHALIONS SAREF UN IF ANY SCALE : DRAWING NO. : COTUIT BAY DESIGN., LLC NEW GARAGE FOR ERRORS TIQN.SIDNSADING CDNTR III\ THESE DRAWNGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.IBLEFHE FOR CONTENTOR 1/4" = 1'-0" WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 HOLLAND RESIDENCE THESE DCESWITHOUT NOTIFYING FOR HE TH o DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : PH. (508)) 274-1166 THESE OMER S ARE NOTED.ANY SOLELY FORTHE USE FAX(50$) 539-9402 THESE THE DRAWING REQUIRES THERUSE OF 167 TOWER HILL ROAD OSTERVILLE, MA AAR HITECA�ALCOPYUIRE5THETECTION 5/14/2015 G 1 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION CONT.RIDGEVENT TOP OF PLATE 12 \ / \ EXIST.F7 C NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING 1--UBFLOOR OD FLOOR TOP OF PLATE NEW WINDOW TRIM TO MATCH EXISTING 4 NEW CORNER BOARDS TO MATCH EXISTING NEW W.C.SHINGLE SIDING TO MATCH EXISTING TOP OF FOUND. CARRIAGE STYLE O.H.DOORS VERIFY ALL DETAILS W/OWNER FRONT ELEVATION 12 as TOP OF PLATE ® 12 a0 12 NEW AZEK RAKE BOARDS TO MATCH EXISTING SECOND FLOG SUBFLOOR_ TOP OF PLATE TOP OF FOUND REAR ELEVATION LEFT ELEVATION ER RORSIOR OMGNER ISSIDNS AR E FHALL BE IOUN D ON FIED IF ANY SCALE : DRAWING NO. COTUIT BAY DESIGN, LLC NEW GARAGE FOR: CONSTRUCTION. THE BUILDING TO STARTCONTRACTOR 43 BREWSTER ROAD CONSTRUCTION.IBLEF FOR THE CONTRACTOR 1/4"HALLES ERA RESPONSIBLE FORTHECONTENT C THESE DRAWINGS IF CONSTRUCTION H O L LA N D RESIDENCE COMMENCES W S ARE NOTIFYING THE MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE . PH. (508 274-1166 THESE OMERD RAW NOTED SOLELYFER THE USE THESE THE OWNERNOTED.ANYOTHERUSE N G2 FAX (50 ) 539-9402 167 TOWER HILL ROAD OSTERVILLE, MA ACTOFDB�NGSOEOUIRESTHETEC WilTION 5/14/2015 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 15" INSTALL 5/8"ANCHOR BOLTS AT 24"o.c.MAX. WI SIMPSON BPS 5/8-3 BEARING PLATES 6" 8" PLACE BOLTS WITHIN 6"-15"OF EACH CORNER AND TO A 8"MINIMUM DEPTH 28'-0" I ' I Z P.T.2 x 6 SILL W/SEALER G5 0 DROP TOP OF WALL AT ENTRY DOOR I I I I ANCHOR BOLT DETAIL P.T.4 x 6 POSTS ON 12"DIA. SCALE: 1/2"=V-O" CONC.SONOTUBES TO 4'0" I. I I BELOW GRADE.USE SIMPSON TVP.8"CONC.FOUND.WALLS I I POST CAPS ABUPOST BASE&LCE4 I I W18" FOOTINGS O 4'0"BELOW GRADE I I I I r OUTUNE OF EXIST.DECK I GARAGE I ABOVE 2ew• I I I 3'-to.. (5"CONC.SLAB PITCH 2"TO O.H.DOOR I I 2-P.T. x 8' W/6 x 6 WWF EMBEDDED 2 s I A I I I I I I I G - P.T.2 12. . P.T.2 x 6's I @ 16"ox I I. 2-P.T.2 x 8'. 3-6 518" I SIMPSON STHD14 STRAPS SIMPSON STHD14 STRAPS __ 2-P.T.2 x 8's PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL P.T.2 x 6's - @ 16"D.C. DROP TOP OF WALL AT I _ 4 4 I O.H.DOORS I L- ---- ----- - ----- I n n 3,-4„ ——— —————————— — — ———————— 2-P.T.2x 8's CONC. UNFINISHED ON APRON AND. STORAGE AND. 4 c TRENCH GRAIN W/ SIMPSON STHD14 STRAPS TW2442 TW2 ¢ 442 N COVER W/PIPE TO A PER O.H.DOOR DETAIL N BOTH SIDES G5 2B'-0" FOUNDATION PLAN ANDERS N ANDERSE INSTALL THREE FULL HEIGHT STUDS&TWO JACK A21 A21 STUD AT EACH SIDE OF ALL ROUGH OPENINGS WINDOW A 5 10'-2" 7'-8" 10'-2" JACK STUD (SHED DORMER) (ROUGH OPENING) 28'-0" O.H. DOOR R.O. DETAIL SECOND FLOOR PLAN J COTUIT BAY DESIGN, LLC NEW GARAGE FOR• THE DESIGNER DRAWINGS IF ANY SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.THE WILL BE RESPONSIBLE FORING T CO TENTTOR 1/4" _ 1'-011 IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 H O L LA N D RESIDENCE COMMENCES NGS ARE NOTIFYING THE PH. (508)) 274-1166 OF THE EROFANOTED.AS OTHER USE OF DATE : THESE OR OF AN ARE SOLELY FOR THE USE G3 FAX(50 ) 539-9402 167 TOWER HILL ROAD OSTERVILLE, MA .FOBWNERNOTEDRIGH PROTECTION THESE DRAWINGS REQUIRES THE WRITTEN 5/14/2015 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION HIGH WIND ASPHALT ROOF SHINGLES 28'-0" 5/8"CDX PLYWOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER WIND WASH 3'0"WIDE ICE/WATER SHIELD A BARRIER TI�L�1,�1IDE I1 EI TER SOLID BLOCKING @ 48"o.c. SIMPSON H 2.5 HURRICANE CLIPS I IN THE OUTSIDE TWO JOIST BAYS 1 x 8 FASCIA BOARD 1 x 3 STRAPPING W/ 12"GYPSUM BOARD 1 x 4 SOFFIT BOARD 1 x CONT.VINYL SOFFIT VENT I 1 x 3 SOFFIT BOARD TYP.2.6 WALLS 1 3/4"CROWN 1 x 6 FRIEZE BOARD DETAIL AT WALL 14"IJOISTS 16"o.c.W/ MID-SPAN BLOCKING SCALE: 1/2"=1'-O" VERIFY SERIES NUMBER TO ELIMINATE FLOOR BOUNCE 28'-0" SOLID 2 x 4 BLOCKING IN THE OUTSIDE ` TWO RAFTER 8 CEILING JOIST BAYS @ 48"o.c. INSTALL SIMPSON LSTA36 STRAP FROM F.F.STUDS ACROSS BEAM TO S.F. STUDS AT STAIR OPENING 3-1 3/4"x 11 7/8"LVL CON7.HEADER INSTALL SIMPSON L90 ANGLE 2 X 12 RIDGEBOARD AT INTERIOR 8 EXTERIOR ON r SIMPSON LSTA24 STRAPS SIMPSON L=STRAPSCORNER PER OH.DOOR DETAIL PER O.H.DO A G5 28'-0" SECOND FLOOR FRAMING PLAN o A G5 10'-2" 7'-8" 10'-2" (SHED DORMER) 28'-0" NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 1 O's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS ROOF FRAMING PLAN 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS THE DESIGNER SHALL BE IF III/ ERRORS OR OMISSIONS ARE FIOUNDONY SCALE DRAWING NO. I \ COTUIT BAY DESIGN. LLC NEW GARAGE FOR• COSTRDRGS UCT N.THEB ITO GTCONTOF R III\ 43 BREWSTER ROAD WALL BE RESPONSIBLE FORT ECONTENTTOR 1/411 - 1� IN THESE DRAWINGS IF CONSTRUCTION MAS(P Ej MA. 02649 H O L LA N D RESIDENCE CDE OMMENCES WITHOUT NOT DR IFYING THE PH. (508)) 274-1166 OFTHEEROFANOTED.A YOTHERUSEO. DATE : THESE DRALMN N ARE SOLELY FOR THE USE 167 TOWER HILL ROAD OSTERVILLE MA OFHITECTURAL COPYRIGHT FAX 50 539-9402 THESE NTOFT E REQUIRESTHEWRITTEN 5/14/2015 CONSENTA THE DESIGNER UNDER THE ACT of ICTURAL COFNRIGHT PROTECTION G4 . ACT OF)B90. DOUBLE TOP PLATE (IF RE ING FILLER SH REQUIRED) + ++ +++ ++++++ ++++ ♦ ++ I ++++++ (2)-1 3/9 x I1]/B'LVL NEADE +++++ LSTA29 STRAP LSTA29 STRAP (INSIDE FACE OF WALL) (INSIDE FACE OF WALL> HEADER TO(2)2x6 HEADER TO(2)-2K6 TYP. ROOF CONST. CONT.RIDGE VENT -2 x.10 ROOF RAFTERS @ 16"D.C. -5/8 CDX PLYWOOD ROOF SHEATHING FASTEN TOP PLATE TO HEADER WITH -ASPHALT ROOF SHINGLES (2)ROWS OF 16d SINKER NAILS AT 3'O.C. 15LB.FELT PAPER 2 x 6's @ 16"O.C. - i -2x 12 RIDGEBOARD FASTEN SHEATHING TO HEADER WITH Dd COMMON -SIMPSON H 2.5 HURRICANE CLIPS 1�- OR GALVANIZED BOX NAILS IN 3'GRID PATTERN AS AT ALL RAFTER ENDS SHDVN AND 3'D.C.IN ALL FRAMING(STUDS,BLOCKING - .. -ICE/WATER SHIELD AT BOTTOM AND SILLS)TYP. TO"OF ROOF 12 / -WIND WASH BARRIERS I 4 / -ALUMINUM DRIP EDGE (2)-2x6 2x6 FRAMING 2 X 8'S Q 16"O.L. TOP OF PLATE I FO A PANEL SPLICE PANEL EDGES SHALL BE BLOCKED, / WITHIN 2,1'OF M HEIGHT OAF WALL, BLOCKING(SHALL ' TYP.WALL CONST. /// %e'STRUCTURAL PANEL SHEATHING HE WILED WITH(3)16tl SINKERS If 1.2 x 6 STUDS @ 16"o.c. 2.12"PLYWOOD SHEATHING 3.W.C.SHINGLE SIDING // UNFINISHED 4.TYPAR EXTERIOR VAPOR BARRIER w 12 // STORAGE - - 41 MIN.2•x2'x1(9'PLATE WASHER H.L.W. / JL 314"T 8 G PLYWOOD - SUBFLOOR-GLUED &NAILED SECOND FLOOR SUSFLOOR i T 014"WOISTS @ 16"o.c. TOP OF PLATE „ ' 3-1 3/4"x 11 7/8" CONT.SOFFIT •DIA,ANCHOR BDLT .Q MULTI LVL HEADER VENTS ., (7'MIN.EMBEDMENT) - d O.H. DOOR DETAIL SIDE ELEVATION GARAGE FL (5"CONC.SLAB PITCH 2"TO O.H.DOOR - - W/6.6 W WF EMBEDDED TOP OF FOUND. P.T.2 x6 SILL TYP.8"CONCRETE W/SEALER - 12 12 FOUNDATION WALLS - W/8"x 18"CONCRETE 4� �12 FOOTING TO 4'0"BELOW GRADE W/KEY A SECTION @ GARAGE r RIGHT ELEVATION .I HALL BE NOTIFIED IF ERRORSIGNER OROMIS IONS ARE FOUNDONV SCALE : DRAWING NO. : C�JOTUIT BAY DESIGN, LLC NEW GARAGE FOR: COSTRUCTIN.THE BRTOSTCONTR 43 BREWSTER ROAD CONSTRUCTIONSIBLEFORTH CONTRACTOR 1/411 - 1'-0"VNLL BE RESPONSIBLE FOR THE CONTENT C THESE ESWT O IF CONSTRUCTION H O L LA N D RESIDENCE COMMENCES MTHOUT NOTIFYING THE MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508) 274-1166 OFTE DRAWINGS ARE OMERNOTED.ANY OLELVFERUSEOF DATE : FAX 508) 74-11 6 THESE THE OAWINGS REQUIRES TMERUSEOF 167 TOWER HILL ROAD OSTERVILLE MA ARESITECTUALCOPYRIRESTHETECTION 5/14/2015 G5 CONSENT OF THE DESIGNER UNDER THE ACT OF 19TURAL COPYRIGHT PROTECTION � ACT OF 1980.