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Home My WebLink About0055 KEVENEY LANE - Health i 55 Keveney-Lane '. P Barnstable, MA. 02630 A= 351- 014 r TOWN OF BARNSTABLE *� LOCATION 55 K0vGu EY cA N c SEWAGE# (�1 `-\oZ 5 VILLAGE URN>Ti4RLjE. ASSESSOR'S MAP&PARCEL i3f�5�( 14 INSTALLER'S NAME&PHONE NO.CAP& DL= ice, 11 - SEPTIC TANK CAPACITY (1 j®® GALL®rJ5 LEACHING FACILITY: (type�_Q 5700 GAL G (size) 1 �a�� X j 7 � NO.OF BEDROOMS (40 OWNER V 11tC'jwt A Cr=AyeX PERMIT DATE: 8—(4 - 20 l COMPLIANCE DATE: a 7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) NIA Feet FURNISHED BY W r cal 6' cad ell Cl- tV_ W 7 I 1 0 W . II No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipphration for Misipo8AY 6pstrm ConstrULtion j3Prmit Application for a Permit to Construct( ) Repair O6 Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.TC 1<L--VC-NGYL.I j Owner's Name,Address,and Tel.No. kw, 097AV89 Assessor's Map/Parcel 3 51.16 1 q j S K C-. CAAO i¢RNLtek..) fi>0AT Installer's Name,Address,and Tel.No. J-Z* -1`7 Designer's Name,Address,and Tel.No. d4PEcJtDe -r6tAQkS /o 'Tc GAJ 6-jE-ScAJG -=4jc- 153 C044,auQLrLc MAsO,0459' A:9 t. Type of Building: `- Dwelling No.of Bedrooms Lot Size 37,7 01d'- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 9-0-a® i Number of sheets I Revision Date Title 55 KGOSIVEY 4A09 W5-rA�C Size of Septic Tank Zt50 d Type of S.A.S. jqoo —AQ CHAA0496 Description of Soil L.d Z) 9 `i 5CC Sidyi m L. S(-5 Nature of Repairs orAlterations(Answer when applicable) 3�5' C� QQW. 14-r® t5®o Gay Z DAj t e4ca t u& <m4ACG&g Lei rzri 3 FLcG—, o;: t� 0 m EIS A&lb Date last inspected: '(" 43Xj ;S I A 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. Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ahii, Fee /' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for�-Bisgo'sal 6pstetn (Construction 3permit Application for a Permit to Construct O Repair(xj Upgrade( ;) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. S5 IC9VCNE Y 4-Al Owner's Name,Address,and Tel.No. As Map/Parcel 3 S/ k( 8qV1 VI pkC_1«1rA (.GAMIER S T 6� CAj6_ LAI XMa.4 1q 'ia_T MA Installer's Name,Address,and Tel.No. 5°49+ ?�'+µ�a"'j 7 Designer's Name,Address,and Tel.No. 548"ZT3-1037 T (CAP67W(D E EPT&K r caara�c�L�r Sr IWAS'NA497 Type of Building: Dwelling No.of Bedrooms � Lot Size ��•'�gC9t• sq.ft. Garbage Grinder( ) r Other Type of Building RFSI a tCM T1 Ak,. No.of Persons - Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ]�4 (Q,(a"7; �� gpd Plan Date ^((� p ( � Number of sheets f i Rewsion Date Title 55 KG1(GNP_4 (A&A9 PAW5T WW C� :' r"'"7,,s Size of Septic Tank I s 5[ ® Type of S.A.S. Description of Soil 4.0ASK4 '5A ►Jn Q e1 N /5C49 RAW, 6516—YC AMAL�4 S(4 _ Nature of Repairs or Alterations(Answer when applicable) S�QdI: &)GW H-(O (;)p® (.00 S EPT t r 2&& 'tt7� N 6 u) H-4o D-6Og ?a 50 0 ,fl�." Date last inspected: r_Qcr 01 J 1 DES 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 ' a , Compliance has been issued by this Board of Health. t Signed' a. Date R 14--. j k Application Approved by �_' , ) Date Application Disapproved by 1/ Date w for the following reasons Permit No. Date Issued IQ ll,l1'wo? ----- ----- • THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 01 Certificate of Compliance ° H THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) h r a f a Abandoned( ).by QAPGE w C 1)fz E�jmm1est� at SS: .K sUGk)Fu 4AX has been constructed in accordance t with the provisions of Title 5 and the for Disposal System Construction Permit No ,�! 5, dated �Ji -;Q)g Installer�QQII Designer G E mil!(:p f C IlLJ T ll l�. #bedrooms Approved design flow gpd The issuance of this permit!shall not bej construed as a guarantee that the system w 11 7function as designed.d.d.�- Date Inspector „ttl _ No Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposai 6pstent Construction 3permit Permission is hereby granted to Construct( ) Repair(;C) Upgrade( ) Abandon( ) System located at �� (j � ( .fir- )S cW 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. i Provided:Construction must be completf:d within three years of the date of this permit. Date jQh Approved by r t fV/ Aug. 27. 2018 12: 04PM No. 2516 P. 1 Town of Balrnstabie Regulatory Services y Richard V, Scali, Interim Director � BAHNS!'AHLE, r �� Public Health Division,0 IL Thomas McKean,Director 200 Main Street,Ilyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63011 Installer&Designer Certification Form Date: 27'18 Sewage Permit# ;0 1 Sr Assessor's Map\Parcel 3 51 Y Designer: TC En%ivy&,P-,rCnj , 5nc,• Installer: Caee_wi8L 0r)4Lrer(5e.5 Address: 2b5y C.raalvtEy �+�y Address: 15'5 c'omme_rcCO 6trer.E Erik u,arei-otr , N/l 07.5,59 I"los�,pee � NR 02�N9 On 15 —!` a01 '8 CapewiAe_ LnF4.reffse.5 was issued a permit to install a (date) (installer) septic system at K evert e y L ah G based on a design drawn by (ad ress) v G 618ivielnon I hG dated g r Q `/ (designer) `r I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (ie. 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 were found satisfactory. I certify that the system referenced above was constructed ' e with.the terms of the RA approval letters (if applicable) ��H OF ASsgc ti a� JOHN L m C sz-,� ° CHURCHILL CI ;-staller' Signa e) NO A IS E I tgner's Signature) (Affix ID17SION. amp Here) PL RETURN TO ARNSTABLE PUBLIC HEAL T CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE.BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticMesigner Ccrtifieation Forn,Rev 8-14.13.doe .; .: ► Town. of Barnstable P# ' Department of Regulatory Services t i Public Health Division Date g, ' MAan' ., 1... �r.. 46j9 200 Main Street,Hyannis MA 02601 ' rill MKl�' r Date ScheduledI. l ( _ n n �"°' Time ' Fee Pd. - V A' qa�.�� - Soil Suitability Assessment for Se e Dispose Performed By: 'ItG`\cte ( \ (�Q� 1 y EZT, CSE Witnessed By: ^ LOCATION&.GENERAL INFORMATION Location Address Owner's Name VIRCIAA Address e_eVtAUq 4_T�1 '94W Assessor's Map/Parcel: Engineer's Name st EdJG./lJ l 'y NEW CONSTRUCTION REPAIR _� Telephbne# 5 0 Fs-PL7 0377 , Land Use- Sl'n`J1e_ �a--nly Slo es 96 J"f® p ( ) Surface Stones i Distances from: Open Water Body ft Possible Wet-Area ft Drinking Water Well _ ft Drdl'nage Way , io ft Property Line ft Other ft SIMTCH:(Street name,dimensions of tot,exact locations of test holes&pera•tests,locate wetlands in proximity to holes) '' See a-��-. �Ilr✓t ' Al Parent material(geologic) Depth to Bedrock � l Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 7 S DETERMINATION FOR SEA A�SONALMIGH WATER TABU Method Used: Di�G� __jeww n Depth Observed standing in obs.hole: 156• In, Depth to soil mottles: In,' Dellth to weeping from side of obs.hole: In. Groundwater AdJustment ft. Index Well-# - Reading Date: Index Well level. � ''Ad.-fhetar.-, Adj.Groundwater Level, PERCOLATION TEST Buie Time Observation Hole# Tlma at 9" _ Depth of Pere r Time at 6" (Start Pro-soak Time @ Tima(9"-6") Ld Pro-soak SW_ Steve_ QIICa(y SI S .Z�U{Is [�/I , RateMiu./Inch Slew—, Gjid' w lWG•� aSb`t Site Suitability Assessment: Sitd Passcd V�'S SUP Failed*: C Additional Testing Needed(Y/N) A/ Original: Public Health Division Observation Hole Data To Be Co\wleted 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:\SEPTl0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture SO Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoned;Boulders. Consistency,%'Gravel) F�( 312 ly - 5•* 45 /U. s/4 - 57° R 6 C-1 5 L 2. Cd" klOaJ (s 96 566 L 2- DEEP OBSERVATION HOLE LOG Hole# Depth from Soll Hod zon Soil Texture Soil Color Sall 'Other Suk.re(in.) ' .. t (USDA) i ►: =ti (Munsell) � Mottling (Structure,Stones,Boulders. ---------- Consl en A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mnnaell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Ca Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ' Within 500 year boundary No r!� Yes Within 100 year flood boundary No.LL/—` Yes r�. Depth of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? i&5 If not,what is the depth of naturally occurring pervious materlal? Certification I certify that on' ��'z7 rg I (date)I have,passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trainin ,exp rose tind exper' a described In 10 CMR 15.017. Signature ,�u __:e Datb Q:ISEPTICWERCPORM.DOC G LOCATION ' SEWAGE PERMIT NO. o VILLAGE T i j INSTA LLER'S NAME & ADDRESS B UILDE R OR OWNER 9 DATE PERMIT ISSUED �� C� DATE COMPLIANCE ISSUED co of NoFimx.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................0 F ....*............. --------'------------................ Appliration for Bhqpoiial Works Towitrurt- n antic' Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System .... ,.............. ystem at* ...................... .. . .... ............................................................. RAVAdd or A A,. ........ ........................................ ---------- .......................................... Ownere4ll �dre,,ej ...........0 .. ........C. _0........................ ...... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedroo ...........................................Expansion Expansion Attic Garbage Grinder ( ) �4 P4 Other—Type of Building ........................... No. of persons............................ Showers Cafeteria ( ) Otherfixtures ... .. ...... .............................................................................................................................. Design Flow.......................................... Ions per person per day. Total daily flow............................................gallons. Installer .00 Ing S .................. ... ....--------- Ions e : "on)Sor'Repair (/an I 4 . ............ p 94 Septic Tank—Liquid'capac ty.. gall s Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .............. ... Width................... Total Length.................... Total leaching area....................sq. ft. ............. . Seepage Pit No.................... Diameter................... Depth below inlet..............._._.. Total leaching area..................sq. ft. Z Other Distribution box Dosing tank f Percolation Test Results erformed by.................*--------- ------------------------- ......* Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit-------............ Depth to ground water.......__..._........__. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......._._.........._... ........................................................ ..'.; .............................................................. .. ....................... 0 Description of Soil........................................................................................................................................................................ ........................................................................................................................................................................................................ .................................................................................;.......;..........................................................;........... ......................... ....... ..... U Nature of Repairs or Alterations—Answer when applicable__A�.. ........................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in. accordance with the provisions of TLME 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance h:a;s.bDFn is le the board of Ith,� Sign ........... ......... .................................. . ............... D.;e;o ApplicationApproved By.................................................................................................. ........................................ I I Date Application Disapproved for the following reasons: ...........................................................................................I ....................... ...................................................................................................................................................... .................................................. Date Permit No......................................................... Issued... 71.7....... Dite No..-.-.. '; �........ THE COMMONWEALTH OF MASSACHUSETTS BOARD. OF HEALTH ........ ....................OF.... .. ---------- Appliration for Disposal Works Tonstrurt"on Viernfit Application is hereby made for a Permit to Construct or Repair. an Individual Sewage Disposal System a ............... .......................................................... r Ijt No. ocal n-A;q!��---- -------------------------------------------- 0.. --------------- ................... o,,2* 00 e Address ....... . . ....................... .......Aff ............................................................................ pq Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bed c)o ................ ..Expansion Attic Garbage Grinder ro ------------ a Other—Type of Buildin ................... I I'll ........ No. of persons....................._...... Showers Cafeteria Otherfixtures . ................................................................................................................................................. Design Flow........................................... Ions per person per day. Total daily flow....................... ....................gallons. 1:4 Septic Tank—Liquid capa ...... 11 Length................ Width................. Diameter................Depth................ No................. �g,,adth S Disposal Trench Width._. .............................. Total Length.............._..... Total leaching area....................sq. ft. Seepage Pit No.............. .... Di meter.._............ .... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosing . nk ( ) Percolation Test Results erformed by............................................................................ Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit................._.. Depth to ground water..______................ fTq Test Pit No. 2................minutes per inch Depth of Test Pit._..............._.. Depth to ground water__...................... Ri ........................................................................................................................................................ 0 Description of Soil.....................................I........ .......................................................................................................................... U ......................................................................................................................................................................................................... ..........................................0�...................................................................................... ............ 60 00 Nature of Repairs or Alterations—Answer when applicable-/ 1. w-4 U $............................................... ................................................................................................................................ ..................................................................... Agreerhent: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance haXsbpen issue the board of'—ItI* D e ........... '4� S_-'V Sign �et ............................................... ------- ApplicationApproved By..................................................................................... ....... ........................................ Date Application Disapproved for the following reasons:..................................................... . ............................................................. ......................................................................................................................................................................................................... Date Permit No....................................................... Issued ;... ... ..r--------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ 0 F........... ..................... ......... 01rdifirate of Toutpliattr'r' TWMIS TO CERTIFY, That the System".dividu Sewage Disposal S constructed or Repaired by e, ................................................... ------ ..... . ............. eA ------------------- ---- ......p'c;A4 Z at........a---4.... ... y....... ......................... ...1h. .. ...... has been installed in accordance with the provisions of T 5 of ThA State Samary.Code as described in the application for Disposal Works Construction Permit ......I....... dated.... ..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION CA SFACTORY. DATE......-.-. . .......... ....401(.............................. Inspector..................................................*.................................. TH COMMONWEALTH OF MASSACHUSETTS BOARD Of HEALTH ..............T.0-4�. 0 F ............................................... M-4 No.......................... FEE.J." .............. ottstrud' rutit Permission is hereby granted.....__. Q.L0-tA4.,--C�gt.................................................................. to Construsq or Re)a4i ,P, a�) n. IiVhvidual Sewage isposal System atNo.... . ... ... . . .. .............................................................................. tr as shown on the application for Disposal Works Construction er it Dated....Ir .. ............................. Board of Heat V DATE---- M7. t ................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS A TOP OF FOUNDATION = 44.3'± ' PROVIDE EXTENSION RISER FINISH GRADE OVER D-BOX= 43.1 ± FINISH GRADE OVER CHAMBERS= 42.0' - 43.8' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES WITH COVER OVER INLET& SLOPE @ 2% MIN. OVER SYSTEM FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER 3/4"TO 1-1/2" DOUBLE WASHED FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. „ 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION @ FOUNDATION = 43.3'± 42.9'�- RISER TO WITHIN 6 OF FINISHED GRADE 4" SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE STONE TO CROWN H PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL �- r5" DIA. OUTLET(S) MIN SLOPE 1% (SEE NOTE#21) 2 OF 1/8 TO 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS STONE OR GEOTEXTILE FILTER FABRIC 9' MIN. - - -- - -- - ---- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER (3 TYP.) 36" MAX. - DESIGN ENGINEER. PROP. SCH. 40 � TOP OF SAS- 39.50' P�CE RISERS CHAMBERON ALL S WITH PROP. SCH. 40 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PVC SEWER 12" MIN. , 4.3'MAX. „ 38.50 SEE NOTE#23 INLET PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE @ 1%1763" 2" DROP MIN. 3„ 9„ - BREAKOUT EL= 39.00' FINISHED GRADE 3" DROP MAX. MIN.SLOPE(d 1% L=51'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN PROVIDE WATERTIGHT o14" 40.50' 4" PVC IN FROM JOINTS (TYP.) oo�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 41 .25'* SEPTIC TANK 4" PVC OUT TO O 00 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SHALL BE LINED UP OUTLET TEE 12" 6" o� o o40.7 CTLY UNDERNEATH 48 39.17 MIN. 39,00' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. RISER COVERS 2 0 0 0 o o ao 0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 00 o 0 0 �0 0 0 �o 11.4 OFFSET TO FND. 6 CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6" CRUSHED STONE COMPACTED BASE 3 0' 8. I 3.0' AND DESIGN ENGINEER. OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 44.00, COMPACTED BASE C C TO BE INSTALLED ON A LEVEL STABLE 57.0' (TYP.) ESTABLISHED ON TOP OF A MAG NAIL SET IN PAVED DRIVEWAY AS SHOWN ON THIS PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= < 31 .00' PROPOSED 1 ,500 GALLON H-10 CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 36.50 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION *CONTRACTOR TO REPLUMB LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" 6 - 500 GALLON H-20 CHAMBERS 5' MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING SEWER PIPES&EXIT NEW /� (Dimensions per CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES PIPE AT THIS ELEVATION AND SEPTIC TANK SCALE H-20 DISTRIBUTION SOX DETAIL I--I_20 CHAMBER DETAILS N KPROFILE- ACME-SHOREY) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. LOCATION AS SHOWN ON PLAN NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MAD A NOTES: C` ~ �` \ , VEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • • w PERC NO. 15734 APPROPRIATE AUTHORITY. 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH .. • .^ r�" SEPTIC SYSTEM COMPONENT. !; j` " INSPECTOR: Donald Desmarais, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE :f ` r�- • C 1/ •. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT a •i 't; C.S.E. APPROVAL DATE: Oct. 1999 DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF sr } 1f- ` 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. � "� DATE: July 25, 2018 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I 4 • TEST PIT#: 1 3. ENTIRE PROPERTY IS LOCATED OUTSIDE THE LIMITS OF A DEP APPROVED (� � _.� \0 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ZONE 2,TOWN DESIGNATED ZONE OF CONTRIBUTION AND THE ESTUARINE ELEV TOP= 44.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, e WATERSHEDS. (�` r ELEV WATER= < 31.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR LO`'U S 4 f 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE PERC RATE = See sieve results below SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. c i FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY \ f. ` • • f N/A 16. PROPOSED PROJECT IS LOCATED WITHIN. � ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. � � • `�,� DEPTH OF PERC= a ASSESSOR'S MAP 351 LOT 14 EXISTING CESSPOOL (TYP OF , O 'k `� f� �� TEXTURAL CLASS: 1 - �.\ 2) TO BE PUMPED AND FILLED may_ OWNER OF RECORD: VIRGINIA C. LEAVER m f� � s ..._.-- _ � � - - a WITH CLEAN, COARSE SAND �' ' n; ` :• •• • t l CP PER 310 CMR 15.255(3) • •• �- • • J ' Ji' r� y if 0" 44.00' ADDRESS: 55 KEVENEY LANE MAP 351 . • �I !zy. 11 •°� , � ''� Fill BARNSTABLE, MA SS 71 LOT 13 well q l f we .+C� 12" 43.00' /� �� ° �'ri : B q Loamy Sand FEMA FLOOD ZONE X _ MAP 351 z s�s3 \` 7• �W 1 //_ C3 10Yr3/2 7 SN �� ; r 6 . 14" 42 83� COMMUNITY PANEL# 25001C0559J N OCP • " `� _ ' �.. i ° 17. DEED REFERENCE- DEED BOOK 5352, PAGE 59 37,790± S.F. I / - �©// _� ,� Loamy Sand TOF=44.3'+ 1 i • B 10 Yr 5/6 'o s' #55 1 f o ' 18. PLAN REFERENCES: 1.) PLAN BOOK 135, PAGE 31 6 r 2.) PLAN BOOK 98, PAGE 61 EXISTING c � •. (� i ` 54" 39.50' O 6-BEDROOM / - J,_ . Sandy Loam 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. DWELLING PROPOSED 1,500 GALLON 1 r • 2.5Y 6/6 • C-1 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY Q H-10 SEPTIC TANK L.,as0` _� • ;- • (some cobbles & boulders FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 96 ) 36.00' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. l SLEEVE SEPTIC PIPE 10' / ��''Y °1/ �(t �, 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A _ / DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A -PR. iNV 41.25' / � EACH SIDE OF WATER Loamy Sand LINE CROSSING ' C-2 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. "P9 / LOCUS PLAN (some cobbles 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL c '� & boulders) REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. SHED \ c9s O� \ PROP H-20 D-BOX / - SCALE: 1"= 1000' k- 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE \\ \ \ Q 156 31.00 � /-,q APPROVAL IS REQUESTED FROM 310 CMR 15.221(7): qf No Mottling, Standing or Weeping Observed (1.) A 1.30' WAIVER (3.00' -4.30') FOR THE MAXIMUM COVER OVER THE SAS. 1' 9S \ 'a40 DESIGN DATA TEST PIT DATA SWING-TIES S \ ` ,� \�q \ \ PERC NO. 15734 LEGEND \ \ i NUMBER OF BEDROOMS (EXISTING) 6 INSPECTOR: Donald Desmarais, IRS 50x0' EXISTING SPOT GRADE DESCRIPTION HC-1 HC-2 PAVED DRIVE I EVALUATOR: Michael Pimentel, EIT, CSE � °° NUMBER OF BEDROOMS (DESIGN) 6 - - 50 - - EXISTING CONTOUR s SEPTIC TANK COVER (1) 13.5' 38.3' �<< \ \ `� y 1 °° °° DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 1999 V �� Cqs �� °�� DATE: July 25, 2018 -Z5� PROPOSED CONTOUR SEPTIC TANK COVER (2) 21.2' 43.9' 6 \ Q- �� Benchmark \ ` TOTAL DESIGN FLOW 660 GAUDAY Cy TEST PIT#: 2 F5_0_1 PROPOSED SPOT GRADE CORNER OF STONE (3) 62.2' S3.8' Mag Nail in Drive .q 41 o � s \ DESIGN FLOW x 200 % = 1,320 GAUDAY Elev.=44.00' \ I ' � ` ELEV TOP= 44.00' -- GAS EXISTING GAS LINE CORNER OF STONE (4) 71.6' 57.0' Approx. M.S.L. r �t4 9s\ USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER - < 31.00' ❑/H/W--- EXISTING OVERHEAD WIRE c CORNER OF STONE (5) 116.3' 112.1' \ \ O PERC RATE = W W- EXISTING WATERLINE CORNER OF STONE (6) 110.T 110.5' MAP 351 tiS7°�9S � 4V� P 1 I TREE „ / �C/ DEPTH OF PERC = TEST PIT LOCATION LOT 15 �,, 9�, � � ° � INSTALL 6 - 500 GAL. CHAMBERS w/ AGGREGATE � VS 44x0'� a ` vQ' �� TEXTURAL CLASS: 1 #55 \ '` f TF�2 SIDEWALL CAPACITY 1 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE EXISTING ' PROPOSED SIX {6) 500 GALLON r- %, I x`r (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.66 GPD/S.F.) = GAUDAY 6-BEDROOM ' H 20 LEACHING CHAMBERS WI �/ \ 44x0� C ( f J��p (57.0' + 12.83') (2 ) (2' ) (0.66 GPD/S.F.) = 184.4 GAUDAY 0 44.00' ® O PROPOSED 1,500 GALLON H-10 SEPTIC TANK DWELLING SURROUNDING AGGREGATE I 39xT i t I / `� �V� Fill ❑ PROPOSED H-20 DISTRIBUTION BOX REMOVE UNSUITABLE MATERIAL �� BOTTOM CAPACITY HCA j, DOWN TO TOP OF "C-2" SOIL& l • I soh 4�0�°� J�� (LENGTH x WIDTH) (0.66 GPD/S.F.) = GAUDAY 12 43.00' C PROPOSED 500 GALLON H-20 LEACHING CHAMBER •sr- REPLACE w/ CLEAN COARSE \ \ � °,� ( ) ( ) q14 Loamy Sand 57.0 x 12.83 0.66 GPD/S.F. 482.7 GAUDAY .. 10 Yr 3/2 42.83' SAND PER 310 CMR 255(3) \ � / HC-2 �,.\ ( o � 40x0' B Loamy Sand 1 N TOTALS: 10 Yr 5/6 �o INSPECPROPOSED ON PORT \ \'�� ) j TOTAL NUMBER OF CHAMBERS 54 39.50 6 REV. DATE BY APP'D. DESCRIPTION PROPOSED 4" Fst // TOTAL LEACHING AREA 1010.8 SQ.FT. Sandy Loam PROPOSED SEPTIC SYSTEM UPGRADE PVC VENT PIPE TOTAL LEACHING CAPACITY 667.1 GAL.JDAY C-1 me b PREPARED FOR:(some cobbles& boulders) CAPEWIDE ENTERPRISES 3) \�� 96" 36.00' �� ✓ LOCATED AT (4 39x9' SIEVE ANALYSIS RESULTS Loamy Sand (Soil sample taken from C-2 soil in TP1) C-2 2.5Y 6/6 55 KEVENEY LANE o (some cobbles o •�" SAND 80.1% & boulders) BARNSTABLE, MA O SILT 16.1% SCALE: 1 INCH = 20 FT. DATE: AUGUST 11, 2018 o 6) CLAY 3.8% 156„ 31.00' ZH OF y� I 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed PER TITLE 5 ALTERNATIVE TO PERCOLATION TESTING N� JOHN L. PREPARED BY: (5 ,��,� GUIDANCE FOR SYSTEM UPGRADES (EFFECTIVE DATE: RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. MAY 3, 2006) UNDER POLICY BRP/DWM/PeP-P00-4: CIVIL JC ENGINEERING, INC. ^o� SOIL TYPE: "UNCOMPACTED" NO. 41807 2854 CRANBERRY HIGHWAY EFFLUENT LOADING RATE FOR EAST WAREHAM MA 02538 SWING-TIES PLAN SITE PLAN A SUMED PERC RATED 8 mpi GDPlSF 508.273.0377 ---------- SCALE: 1"= 30' SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By JLC JOB No.4193 Notes: ARCHITECTURAL FLOOR PLAN REFERENCE SYS. • l� Room name 101 ROOM SYMBOL / PP 1 3 PARTITION EXISTING WALL,VERIFY > r CONSTRUCTION IN FIELD EXISTING CONDITIONS GENERAL NOTES 1T IS THE RESPONSIBI OF THE GENERAL CONT OR AND THE SUBCONTRA R TO REVIEW EXISTING CONDITIO OF THE BUILDING AND TO INFO HE ARCHITECT OF ANY D REPANCIE UV 5YOCUMENTS. N UPei, �,v'� REVIEWED V6V�� y Bit M4 J Key Plan: i Architect's Stamp: UP pA ---— -- ! Z DN Project: ------ Noyes Residence O Street Address City, ST 00000 Client: Ted & Debora Noyes Street, City -------- Project#: 19xxx �Y�✓ Scale: As indicated Issue: Date: FIRST FLOOR Construction Documents 05/20/2019 0'-0" Revisions: Date: Drawing Title: Existing First Floor Plan Sheet Number: AEXO 101 FIRST FLOOR EXISTING CONDITIONS 1 SCALE: 1/4"= V-0„ MAUGEL ARCHITFUS 200 Ayer Road Harvard www.maugel.com 978.456.2800 a THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, E DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. Notes: Key Plan: Architect's Stamp: i ra 4 LO A Project: Noyes'Residence Street Address City, ST 00000 C--J. (.a I Client: ----- Ted & Debora Noyes Street, City r Project#: 19xxx r ; Scale: 1/4 1'-0" Issue: Date: Construction Documents 05/20/2019 ---- --- OL SECOND FLOOR Revisions: Date: Drawing Title: Existing Second Floor Plan Sheet Number: AEXO 102 R MAUGELARCHII-ECTS 200 Ayer Road Harvard www.maugel.com 978.456.2800 a c FLOOR EXISTING �+ CONDITIONS + T �+ g THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, SECOND (�LOO R EXISTING CO N D I 1 I O N J �a DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED SCALE: 1/4"= 1'-O" THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. Notes: DEMOLITION LEGEND EXISTING WALL,VERIFY CONSTRUCTION IN FIELD _ — — EXISTING TO BE REMOVED SELECTIVE REMOVAL - GENERAL 1. REMOVE ALL WALLS, DOORS,DOOR FRAMES, MASONRY,CEILINGS, LIGHTS, ETC.AS SHOWN ON THE PLANS&ELEVATIONS. SEE PROPOSED PLANS FOR ALL LOCATIONS. 2. REMOVE ALL FINISH FLOORING DOWN TO CONCRETE SLAB. PATCH AND REPAIR SLAB AS REQUIRED. ALTERNATE-VCT FLOORING CAN BE LEFT IN PLACE IF IN GOOD CONDITION, PATCH FLOOR AS REQUIRED. 3. REMOVE ALL OBSOLETE WIRING, DUCTS, PIPES, ETC. 4. TEST ALL SUSPECTED HAZARDOUS MATERIALS PRIOR TO REMOVAL. a ......... ?s ...,.`" .7Lam,:1».,».m� '- i ViD i wq 3 g 5 Key Plan: -d as ............ i f f Architect's Stamp: M, E Project: Noyes Residence x J Street Address J City,ST 00000 3'-65/8" 12'-71/2" i Client: --�' Ted & Debora Noyes REMOVE EXISTING STAIR AS SHOWN I F Street, City y DN , i : — ''1 c �► \ Project#:19xxx REMOVE EXISTING BATHROOM FIXTURES Ix &CAP OR RELOCATE PLUMBING AS — — /�o�\ f --. Cale:As indicated I REQUIRED \ / _ '. __._._ . _,.,. Issue: Date: - - - ; � L — Construction Documents 05/20/2019 REMOVE EXISTING DO ORS&WALLS AS _ F; SHOWN-TYPICAL fT r- Revisions: Date: FT E � 7'-91/8" I, 11'—81/4" V k 3 EXISTING CHIMNEY TO REMAIN Drawing Title: F Selective Removal First Floor Plan I � a ll"...._._, .. Sheet m ,a , ASRm101 AL MAUGEL ARCHITECTS 200 Ayer Road Harvard www.maugel.com 978.456.2800 �FRS�/P� THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED 1 THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. Notes: DEMOLITION LEGEND EXISTING WALL,VERIFY CONSTRUCTION IN FIELD _ _ = EXISTING TO BE REMOVED SELECTIVE REMOVAL- GENERAL 1. REMOVE ALL WALLS, DOORS, DOOR FRAMES, MASONRY, CEILINGS, LIGHTS, ETC.AS SHOWN ON THE PLANS&ELEVATIONS. SEE PROPOSED PLANS FOR ALL LOCATIONS. 2. REMOVE ALL FINISH FLOORING DOWN TO CONCRETE SLAB. PATCH AND REPAIR SLAB AS REQUIRED. ALTERNATE-VCT FLOORING CAN BE LEFT IN PLACE IF IN GOOD CONDITION, PATCH FLOOR AS REQUIRED. 3. REMOVE ALL OBSOLETE WIRING, DUCTS, PIPES, ETC. 4. TEST ALL SUSPECTED HAZARDOUS MATERIALS PRIOR TO REMOVAL. j I i Key Plan: Architect's Stamp: All Project: Noyes Residence Street Address . .._...__ __..._.._____....___._ City, ST 00000 Client: 77- --- Ted & Debora Noyes _..- .. ........... ! �.. . / 3'-2" 2'-9° J I I I Street, City Li\l _ I I Project#:19xxx �..-...�.0 �� EM VE EXISTING I _ _ o I M n I AT ROOM FIXTURES& Scale:As indicated IgAP OR RELOCATE I Issue: Date: flLU4BING AS REQUIRED I Construction Documents 05/20/2019 } FPki, � Revisions: Date: REMOVE TWO SECTIONS � � - - - - - - — = OF FLOOR @NEW v� N I STAIRWAY LOCATION II — - - Drawing Title: II _ 2 3/4" 1 -4 3/8 r, REMOVE SECTION OF Selective Removal Second Floor Plan EXISTING WALL FOR NEW DOORWAY i Sheet Number: F — — — REMOVE EXISTING DOOR& A PARTITIONS AS SHOWN ASRm 102 ¢ Alp MAUGEL ARCHITECTS Y. n 200 Ayer Road Harvard www.maugel.com 978.456.2800 a g THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED SECOND FLOOR SELECTIVE REMOVAL PLAN 11 THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF 1 MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE SCALE. 1/4°= 1'-O° UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. Notes: LEGEND EXISTING WALL,VERIFY CONSTRUCTION IN FIELD INTERIOR PARTITION f E y �� ....,d� m.. NO a , /j E K Key Plan: A i1 '1 1 { Architect's Stamp: 1 A r IF 4t f A.301 t / Project: KTT Noyes Residence o o- v Street Address City,ST 00000 Client: R m ( Ted & Debora Noyes '' U —————— o Street, City co P-1 Cl) 102 P-1 f DN BATH D 105 102 W 32 D ( xxx ! � Project '19 i C °O HALL W 32 __ - Scale: As indicated 5 P-1 C�, .. i co i - - --i 104 PC1 r"? 108 Issue: Date: �, LAUNDRY BATH D Construction Documents 05/20/2019 P-1 s CLOSET � 106 o 41/2" 41/2" 105 81/4" 3/4' C N3-5'-101/2' — 3'-61/8" 6-0" 5'-0" M 106 103 D -' W'D 36 Revisions: Date: " W W 48 -- -- "' C :. C N FAMILY 3 -6 s , .,.._ .. tea. .., _. — ... ......... BEDROOM t.. ROOM i i� 101° 108 z - i ---- --- WHEN INFILLING ANY OPENING USE IDENTICAL x...' `f t`---- -- --' FRAMING AND FINISH UP MATERIALS CLOSET 61 1os Drawing Title: i01 First Floor Plan NEW WOOD STAIR&RAILING E fh ,.,..,...d..,..�».,._:,. _ ,� .. ,,,A,,,.£„�w�a �, .,a,>,,,,.A..,&a,�, ,�,Asaa.«.c,E..ro,,....,av«.,�.,�, DEN Sheet Number: 107 , s , , co 101 , As ' ........... 'i,.. _. ........ .. ....... ____ MAUGEL . - E � 1 _ � x 200 Ayer Road Harvard www.maugel.com 978.456.2800 I THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, Ea DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF FIRST FLOOR P L/1N MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. - Notes: LEGEND EXISTING WALL,VERIFY CONSTRUCTION IN FIELD INTERIOR PARTITION i i ! I ! Key Plan: 1 Architect's Stamp: A.301 i alr Project: Noyes Residence Street Address City,ST 00000 _ 11A.FE 31161 - �x � Client: .......... :_ _:.__ D2o7Q) Ted & Debora Noyes Room 'v 205 C 32 �4 208 Street, City D 209 \ \ P-1 DN P-1 C 30 W 32 BATHROO Project#: 19xxx \� I: P-1 C 207 Scale:As indicated BEDROOM S ---- - -- 201 206 ---- - -- L EN - iSSUe: Date: 202 P-1 ---- - -- 208 D 206 TOILET N PC1 Construction Documents 05/20/2019 W 48 D ---- - -- 41/2" 41/2" 209 m 81/4" -3'_6' -- 3'-21/4" 6'-37/8" 5'-0" C ---- P-1 — - - -- Revisions: Date: oCLOSET N ----- -- I 210 P-1 ti c BO ...................... 210 P-1 D BEDROOM JWJ 32 211 ALIGN C BEDROOM P-1 203 ! 211 = Drawing Title: p Second Floor Plan 203 D P-1 C w 3s ct_osET Sheet Number: C 204 i INFILL EXISTING OPENINGS W/MATCHING 4'-51/4" 41/2 6'-5 3/4" STRU TURE&FINISHES A0102 ''h ......_..._._....... .... ;.,i',,.„„�'• .w ..,..._..:..wiits....w_ .vur �suvvcxv.<.<.wmwu vw, ...�, ...uw •:k"v,......n w.Yu...wak Ate'w •w., uw.....u.......� --I- I!K..<ea—..v<e.<_<.,..x�...<._uu..,> �� AA '' tt�^t-1U ' D204 lYt� EL TE T W 36 C 200 Ayer Road Harvard C www.maugel.com 978.456.2800 �`ECON D f LOOR PL!'1N § THESE DOCUMENTS AND ALL IDEAS,ARRANGEMENTS, v v 4m DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF MAUGEL ARCHITECTS,INC.AND NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER EXCEPT WITH SPECIFIC WRITTEN PERMISSON 0 2018 MAUGEL ARCHITECTS,INC. 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