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HomeMy WebLinkAbout0119 OAKMONT ROAD - Health 119 Oakmont Road Barnstable A= 349 - 014 I No. Fee THE COMMONWEALTH OFMASSACHUSETTS Entered in computer: VYe PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for �Bigozal 6p5tem Con0truction Permit Application for a Permit to Construct>1 Repair( ) Upgrade( ) Abandon( .Complete System ❑Individual Components Location Address or Lot No. / / 0 ner's Name,Address,and Tel.No. / p Assessor's Map/Parcel /�G9 D ���_ �g9 7� Installer's Name,Address,and Tel.No. � D&b k Designer's Name,Address and Tel.No. �'o2J Jam'�Q 700 a✓din 32 Sfbe-1z,0/6a/? -0 nSohn 4� Type of Building: _ �,Q Dwelling No.of Bedrooms �v� Lot Size L \ 6 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' t Design Flow(min.re uired) gpd Design flow provided t't�•� 1 gpd Plan Date -\ 6 1 1 Number of sheets Revision Date Title t1p s- SM -A Size of Septic Tank a Type of S.A.S. OA� �� �a►��. X 1 Description of Soil AW%'L n)owl nu z` LN NXs L_ I� ,'.SiR Al O- ,5 4 u mr-` \ �0� Ci�- O Y� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of TIi. 5 of Ole Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by t islB a Health. j Signed �" ate 1 31 Application Approved by , ate Application Disapproved by: i F Date for the following reasons Permit No. Date Issued No. j t Fee THE COM ON EALTH O�F MASSAQAUSETTS , Entered in computer: - ..>A, At t Yes PUBLIC"" HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS ZIn ication for Di ogar`6 rem Cootructiott Permit Application for a Permit to Construct(�tf Repair,( Upgrade O Abandon(; ) Complete System ❑Individual"Components -" Location Address or Lot No. ) t(�. O er's Name,Address,and Tel.No. s• Assessor's Ma /Parcel / ! < p ' �" 7 r. Installer's Name,Address,and Tel.No. 4 Designer's Name,Address and Tel.No. due } �1C?/its j) / Y-6 1 . �J ��:t bl':�.�( 1711 eti `S (�O c "1��1 1—r7 �;�:i., �.d 6o Type of Building: Dwelling No.of Bedrooms Lot Size:l sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers Cafeteria ,...;Other Fixtures Design Flow(min.required) gpd Design flow provided gP �'1 e d Plan Date D Number of sheets Revision Date Title Size of Septic Tank , ¢,a Type of S.A.S. CIA Ari\%L 5Z S L % 1 t F Description of Soil WAV All MA 1�1 F PI Vfw ( is� C) .. Nature of Repairs or Alterations.`(Answer when applicable) ' Date last in'spe'eted: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described Yon-site sewage disposal system in accordance with the provisions of Th 5 of the,Environmental Code and not to place the system in operation until a Certificate of -. Compliance has been issued by t is B ar o, Health. Signed Date - 1 Application Approved by M JQ/j;'� Date " Ay ( I Application Disapproved by01 �, r Date for the following reasons i Permit No. �7 Date Issued ————————— ——— ————————— _-1T——————————-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site�Sewage Disposal System Constructed (�.) Repaired ( ) Upgraded Abandoned( )by at ��,� has een constructe t c ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer ZE*,, A #bedrooms •�, �► \��.�G. Approved design flow d gpd The issuance of this permit shall not be cgSstrued s a uarantee that the system wiaunctioM as d!e�r(�Q�edDate / Inspector . � i � ———————————;j ——————————=——————————————)————— No. '�.f � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Digozal *pgtem Construction Permit Permission is hereby granted to Construct (` ) Repair ( ) Upgrad ( a) bandon } (, ) System located at i - and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. FF Provided: Construction must be co : eted within three years of the date of this �rtnit. r f/ ,e 4, Date Approved by % 4. d r db►f' 4� TOWI\T.OF BARNSTABLE `LOCATION ��' (/G2!`�I! ��66, SEWAGE# 0 VILLAGE-.&A-rnS4u.-6te, ASSESSOR'S MAP&PARCEL 341 ( Z L7t4 INSTALLERS NAME&PHONE NO. ,7vh/) ""—h,4/ SEPTIC TANK CAPACITY LEACHING FACILITY:(tyge) .�r�/U�2.Z(S. (size) NO.OF BEDROOMS // OWNER AGLiq (�I ✓UI PERMIT DATE: °t/"YA 7 COMPLIANCE DATE: Gp d 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 Le ching Facility(If any wetlands exist within 300 feet of lea h' 1' ) Feet FURNISHED BY 14,3 '51' 6`' Nd g- r c, q © 4 e c-t - g, Town of.;Barnstable Regulatory Services yP °� Thomas F.'Geiler,Director BARNSTABLE, : Public Health Division . - °°p> Thomas McKean Director ED MA'S � � 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 3 Sewage Permit# _ Assessor's'Map/Parcel` 0I q Installer&Designer Certification Form Designer: Installer: LA Address:, U� "p Address: A`��t' '� 1�6 A Y On _1 0Ot-�� \` �� �N, was issued a permit to install a (date) (installer) yy^^ septic system at based on a design drawnby (address �D\kvl �cvvw%�e- dated I _ �V , (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced,+above"Was installed with major:changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component. of the septic system) but in accordance with-State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were fou d satisfactory. 3��IH OF l�,gSsA i �° lOHN G. �N ( Stal 'S lgn o SCHNAIBLE ature .+ U MCn Pda. 1017' ��C�STER�0 igner' e (Affix D eTr; ` p Here) PLEA E RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE RILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office fonns\designercertification form.doc OASTAI, NGINEERING FIL E COPY OMPANX, INC. t 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 m Provincetown 508-487-9600- Hyannis 508-778-9600 0. Fax 508-255-6700 June 3., 2008 - Project No. C16118.00 Mr. Thomas A. McKean Barnstable Health Division 200 Main Street Hyannis,MA 02601 Re: 119 Oakmont Road Barnstable,Massachusetts Assessor Map 349,Parcel 014 Dear Mr. McKean: „ On June 2,2008, Coastal Engineering performed an.inspection of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection found the system to be installed in. substantial compliance with the revised plan dated 11/14/07 with.respect to location and elevation. Please note that at the time of our inspection final grading had not yet been completed. Theinstaller must grade properly to have a maximum of three feet of cover over the soil absorption system. If you have any questions,please do not hesitate to contact me directly. _ t Very truly yours, , n, C(7AL . GINEE C( John G..S` aible,R.S. JGS/dlb cc: Ray Cleary John Martin,Installer D:IDOCIC161001161181Con•espondeiicelLetter-McKemrBOH 060308.doc ■Providing solutions for the benefit of our clients and cointnunit)■ i 4 °F Y►+e rqr� Town of Barnstable P Department of Regulatory Services awRNsTAa Public Health Division Date MAS& r �OJEa µAl��s 200 Main Street,Hyannis MA 02601 AA r Time Fee Pd. O� Date Scheduled Soal Suitability Assessment for Sewage Disposal {�� w Witnessed By: Performed By ' . . 's Name �, �,1.+✓ih�` :k I: a Owner A Location Address \�� O 1,� Arj 1�� , ��r✓ TUO P�vlp M� Address N,1XP\,SE � +"L' 1 a��,1 Engineer's Name G o t,`&� ��.1 Assessor's Map/Parcel: �� \ \ NEW CONSTRUCTION _ REPAIR Telephone# Cj() "ZS�' `� 1 Surface Stones s Land Use , Slopes(%) D �' ft Distances from: Open Water Body b � ft Possible Wet Area �b 4_ft Drinking'Water Well C) : ft Other ft Drainage Way b ft Property Line ^,1� SKETCH:(Street Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) , I eov'D u I / ,, SAr►DW1L1'� f Bolo is D�(a1Q Depth to Bedrock 'Zoo Parent material(geologic) g g ) 0 G Weeping from Pit Face lv1 - Depth to Groundwater: Standing Water in Hole: I9� a f 4- V � ILI Estimated Seasonal High Groundwater 1 7':T'NI PO�„ q � Method Used: in. Depth to soil mottles: in. O , Depth Observed standing in obs.hole: in. Groundwater Adjustment ft. Depth to weeping from side of obs.hole: Adj.factor Adj.Groundwater Level Index Well# Reading Date: Index Well level — _? INS ;�r4k, � �k' 1 i �. n, ' T I dv 4 r • n Observation +—✓ Time at Sr' Hole# I gp Time at6" Depth of Pere Time(9"-6 '� � � — Start Pre-soak Time Q End Pre-soak Rate Min./Inch Site Failed: Additional Testing Needed(Y" Site Suitability Assessment: Site Passed _ — Original: Public Health Division. Observation Hole Data To Be Completed on Back { `.h:-.,. ."a,r 'rF!"`,.�, A_. 3 T I 1: t,'• ' ".7 ` F �'' 1 '{:. 'J Y PI R, P M �; 1M4i7�I pr, �1. �I d I r �j�' Depth from Soil Horizon Soil Texture Soil Color Soil ogler 7i alb Surface(in.) (USDA) (MunselQ Mottling Structure,Stones,Boulders. Consistent %Gravel 2 - b A �� �SQN9 j.o`Iti ( _3 d 15 i try SQL l uy r�-i� 36 gy G l s�ct t��� Z 5�1 I^ 'I.�•4 •I'iL'�+ ', . I .�.: i11 T,}f d5�c�4 Pmit� '' 6 !d F... ! ! l., r q,!' o a l,�R ;ri `I II PGA, Ufa ........ flu fir m. In�f3G7k ! Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders!-- Consistent %Gravel . 0 .- 3 13Z nz:,� c�1-3 so y a�� >✓�� L,00s , ,: ,,: P.,,, r'�j5'�,";�y'L����!° 7•I, -;.';�^ ytr'; I A r�1 A r YI1"IrL„y ail'a15�,1}•' �1 ��'F. t i t t y�B' IF y •I', 'Ij 6• I( � '� 1,11�r I 1 ' ' ' .I'r I I �'A .,I I I P I II r,t`l.. 0ml ):.��xa .av 2 ��a .. A_Ma:1 rNAJ'14.Soil . . . Other ..l a .�.. Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency.%Gravel d ✓—L, a,•. 1-oAY-It Spwo 311 �30 L�p� SA'"0 & l`[ - . Oro SAND fl a �ni`II's � 9�::" � IY� ' ,�{I.�'r 7, 1 '�e'•'P;r n II � �• j' �yf N�' IA�'jM'��,*u!a":t�� rr�' 1. 65L4.;.�' e : .. , •w ,.M Depth from Soil Horizon Soil Texture Soil Color SoilOther Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistence %Gravel ® J3 d • 3 , �)R,vo-t SA'AV o` ib 31 l o d { SrL;f �Z�-��� . •� ���.ti S���h z.,s� �I(� Lads Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Y Yes Within 100 year flood boundary No Yes Depth of Naturally Loccurring Pervious Material. Does at least four feet of naturally occurring pervious material exist in all azeas'observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? 1, Certification / I certify that on AKAu i 4 (date)I have ed the soil evaluator examination approved by the Department of Enviro n 1 Protection at a above analysis was performed by me consistent with the required trainin ise and p 'e d cribed in 310 CMR 15.017. Signature Date � ory OFFICE: i NORTON,MA MORTON BUILDINGS 'GENERAL SPECIFICATIONS JOB NO r 122-2012 3 LAMINATED CO-IUMNS-NO.I OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF.8 POUNDS PER . j CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III,OXIDE IN CONFORMANCE WITH USEPA - , � �..� - � � GUIDELINES AND AWPA STANDARD C28.THE TREATED PORTION OF THE COLUMN EM13EDDEO IN'GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS: FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8"BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH).COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE r. HOLE.CONCRETE(MINIMUM COMPRESSIVE,*'^:;RENGTH 2500 PSI),IS POURED IN PLACE TO THE SPECIFIED THICKNESS(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN - O z -'� BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR.B'ACKFILLED WITH CONCRETE(SEE PLANS). Q� w " 0 O TREATED LUMBER-PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO.1AL a F Ll D OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED,PRESSURE TREATED TO A NET RETENTION OF•4 POUNDS PER CUBIC FOOT WITH.A CODE AND INDUSTRY APPROVED Z PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. Q/ 1 1 1 FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6SPF NO.•2 OR BETTER SPACED APPROXIMATELY 36" O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS,'ROOF PURLINS ARE 2x4 S4S NO.2 OR } Z BETTER ON.EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED" W AND KILN DRIED LUMBER AS SPECIFIED,IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF.THE TPI INSPECTION BUREAU, TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. a j TRIM DIE-FORMED TRIM OF 0.019"MIN.,G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES,RIDGES, - O CORNERS,BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR.SIDING PANELS. - U GUTTERS-5"K-STYLE,.030 HIGH TENSILE ALUMINUM GUTTER,KYNAR 500/HYLAR 5000 FINISH TO MATCHTRIM. - Q w ON BOTH SIDES OF THE BUILDING. - - F--- 0 ADDITIONAL NOTES / 1 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART - O OF THESE DRAWINGS 2.).ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER,STANDARD"FINISHES.SHALL HAVE LESS THAN 200 FLAME SPREAD,RATING AS 0 REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS,PASSAGEWAYS,AND a: CORRIDORS. C!� i 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING 1 1 0 = PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES:" 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB - °- y DRAWINGS OR SUPPLEMENTAL INFORMATION. I 1 1 g 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ATOFINA CHEMICAL,INC.,HYLAR 5000 IS.A TRADEMARK OF SOLVAY SOLEXIS. _J 2x4KK 11/05 00, I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS DRAWN 8Y.' KLEIN BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT DATE: 09/13/07 SUPERVISION AND THAT I AM A DULY CHECKED BY:LONG LICE ISTERED PROFESSIONAL ENGINEER. =ybF`t=ov:�z c� / DATE: 10/04/07 ,J fMICHAEL.L�`` fie' REVISED DATE' ---- CIVIL IG1 HAEL L.McCORMICK,P.E. REVISED DATE.' ---- NO 1121 D TE:/O io C) REVISED DATE' ---- ' '- N EXP.DA E:6,301-08 REVISED DATE: - TYPICAL LUMBER SPECIFICATIC NS°2001 NDS �_cmnt -- - SIZE DESCRIPTION --;BENDING VALUE FYI fC'FhjQ'P - 2x4 NO.I&25PF _ 1313 PSI FOR Ons rU i0n Super _ Y CERTIFY THAT THE ARCHITECTURAL DESIGN C . - 2x4 2100f MSR SPF 2100 PSI MY^�t..K�a'?a, :'4:'$1f v DS[0+` Lie.# .. �y SHEET INDEX , . .. .1* + t�`2x6 ":NO('1"&2SPF''.""x �" 1138PSI"'^'• DIRECTISUI,NG,WAS EP ED BY;ME OR UNDER _ 0674�61 E R SIO 'AND T AT DULY LICENS SHEET# DESCRIPTION 2xe NO.I SYP'' —j} 1650'PSr ARCHITECT. /9 " Wayne Davis 2x8 NO.t SYP ISOO PSI BUILDING DESIGN CRITERIA Eo /�� G1 OF G1 SPECIFICATIONS&SHEET INDEX 100 Scarlet Road 2xI0 NO,I SYP ..I 1300 PSI USE GROUP R-4 Ogg N•Tj y�lc. L vIT10t1[h,A'IA 0236G S 1 OF S5 COLUMN PLAN&ELEVATIONS ¢4'0 o c� 52 OF SS INTERIOR LAYOUT 2xI2 NO.i SYP 250 P51 CONSTRUCTION TYPE 58 O a O PET,AR ECT ALL 9501 MSR SYP } 1 1950 PSI LIVE ROOF LOAD DESIGN 25 PSF No.30285 ATE: o S3 OF SS TRUSS PLAN,TRUSS DRAWING,&DETAILS I o MORTON, CENS 11/2'xi6LAMINATED VENEER LUMBER 2800 P51 ILLINOIS WIND LOAD 90 MPH o J5 XP.DATE:8-31-08 S4 OF SS SECTIONS&DETAILS 3 1/2k15". GLU-LAM 1650 PSI poi FLOOR LOAD 40 PSF .: S5 OF'SS SECTIONS'&DETAILS - - &1/4"x161T2 .GLU,LAM 2400 PSI Zh OF MP FLOOR AREA 1620 PSF- NOTE: 51/4 x1,9 1/2" ,GLU-LAM _ 2400 PSI NO ONE MAY ALTER ANY ARCHITECTURAL OR NOTE:HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. ENGINEERING ITEM UNLESS ACTING UNDER THE SCALE:AS NOTED LICENSED ENGINEER. �j DIRECTION OF THE LICENSED ARCHITECT OR SHEET NO. - - OF G i OFFICE: NORTON,MA d 2'6"x26".NONFUNCTIONAL CUPOLA .JOB NO SHINGLE OVER VENT-A-RIDGE♦ 122 2012 Y r 1 FIBERGLASS SHINGLES♦ I}-� T#150 DRIP EDGE 5"O.G.GUTTERS r ®®EM mmmA�I B� - CEDAR SHAKE SIDING CEDAR SHAKE SIDINGO 11 I'.I' ®® ®tp�uu 1 X4 CORNER TRIM♦ Z 1 1 I IX4 CORNER TRIM* O tL SOUTHWEST ELEVATION NORTHWEST ELEVATION C� NOTE: - Z ,Nxwa .r - ♦IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS,INC.OR MORTON ;} 2'6'x2'6"NONFUNCTIONAL CUPOLA BUILDINGS'SUBCONTRACTORS AND ARE THE L _j SHINGLE OVER VENT-A-RIDGED OWNER'S RESPONSIBILITY. LJLJ FIBERGLASS SHINGLES. �- (�� a ..i 12 IL. �,r_ 1 — T#150 DRIP EDGE Q J < t 1,1L_L,L h' a� Jb ,i I — — _ TQ r I 5"O.G.GUTTERS 11 II 1L 1L I I � O 1I11 T i . Y 1 CEDAR SHAKE SIDING II 7.. 1 1 X4 CORNER TRIM♦ yl L I CEDAR SHAKE SIDING L 1 X4 CORNER TRIM♦ < `I 1 1/ Z All A NORTHEAST ELEVATION SOUTHEAST ELEVATION Z o I01 Q — o 9 ? _ v 0 P '4'-4 1/2v 7,_6„ 7'6„ 7'-5„ 7'_6" 7'_6„ T_6 a v o Z P N l VENTED SIDEWALI.OVERHANGS LJLJ I I I 0 fie w -- f V-0"NON-VENTED ENDWALL OVERHANGS d 2'9-9 29'-9" w s 27 ,R 24"R 24"R 24' .,2A"R 24"R 24"R 24"R 18"R '-4 1/2" _ 8' I _J No 1 I S4 l g„R -. 22'-9 1/2" - ao 19'-4 1/2'. - 18"R I . DRAWN BY: KLEIN d o LICENSE DATE: 09/13/07 Effectivetion Date Super Lic.f} CHECKED BY.LONG l l'-10 1/2" - —4 18"R 07/01/97 067465 DATE: 10/04/07 Wayne Davis REVISED DATE., ---- } R I I 100 Scarlet Road REVISED DATE ---- a m 18 R - - 6 11 1/2 Y o MA 02360 Pl m uth, S REVISEDzi DATE. ---- +I 3'-10 1/2" - _j 18"R - I REVISED DATE' ---- L 18:'R 24"R 24"R 24"R .24"R 24"R 24'.'R 24"R 18"R ;o COLUMN PLAN LEGEND . +' o.-3-2x6 LAMINATED COLUMN LOCATION W/7'EMBEDMENT} o I ® W/73-2x1'OEMBEDMEND COLUMN LOCATION I -2-6 x2-6 NON-FUNCTIONAL CUPOLA '�F�n z�/p HAEL L yN 6 7 6 7 6 7 6 4 / 1 ��� /PACCOR%SICK �+ I I I I I I I No.302N CIVIL - 1 2' 8"R -18"DIAMETER FOOTINGS W/ o MORTON, �' �"f y T r i 8"THICK MINIMUM READI-MIX CONCRETE ILLINOIS NO.41t7.9 N. - N - BELOW BOTTOM OF LOWER COLUMN WITH o o o ±)ADDITIONAL READI-MIX TO TOP OF 21BM STILT(9" . FALINOP 0 MP6� 1 ss�n j i PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER'COLUMN IN ONE OPERATION. L.0 24"R.-24"DIAMETER FOOTINGS W/ THICK MINIMUM+` COLUMN PLAN (� (` BOELOW BOTTOM OFROWERCOLUOMNWITH F - ` ADDITIONAL READI-MIX TO TOP OF 224M STILT(9"t). SCALE:AS NOTED 2' 8' Y - PLACE CONCRETE BELOW AND ABOVE BOTTOM SCALE: OF LOWER COLUMN IN ONE OPERATION. SHEET NO. 1 4' 16' $1 OF S 5 OFFICE.• NORTON,MA r JOB NO.122-2012 r r � a Oz � W O .. .: . ..... 3r..' . . �. ...+: -s.:...,,. ,.r.,.ay:..,:;c ,. K:.,;.ar' r,..-.-.�•.rr tCD V rl.- v. ... 1 1 1 1 1 1 1 _ W 426*lul J o Z Q O ��yyE1 LIA O I Q x ci Z a I__L_J x 12'-6„ 11,_0„ 17_6., Lu .. .. w a J 1 1 1 g ❑ - I O—EMERGENCY ESCAPE AND RESCUE OPENING MEETING .. OR EXCEEDING A NET CLEAR OPENING OF 5.7 SQUARE FEET WITH A MIN NET CLEAR WIDTH OF 20"AND A NET r 23'x1 T D 9 CLEAR HEIGHT OF 24"WITH THE SILL NOT MORE THAN 44" KITCHEN/LIVING'AREA 55 I '? ABOVE THE FLOOR. NOTES: ORAWNBY. KLEIN 1.)THE PRIVATE GARAGE SHALL BE DATE: 09/13/07 C? }`t' 30'x30' SEPARATED FROM THE RESIDENCE AND ITS 't I O o. GARAGE - ATTIC AREA BY MEANS OF 5/8"GYPSUM CHECKED BY'LONG 9 INTERIOR LAYOUT LEGEND BOARD APPLIED TO THE GARAGE SIDE. DATE: 10/04/07 d. '� O a0 — — DOOR OPENINGS BETWEEN THE GARAGE x4 STUDWALL+O ATI N♦ AND THE RESIDENCE SHALL BE EQUIPPED r I 2 _ C O L REVISED DATE 2x6 STUDWALL LOCATION♦ WITH EITHER SOLID WOOD NOT LESS THAN 1 r � i L_J I 4 El-5080 FRAMED 4VALKDOOR OPENING 3/4"THICK,OR 20 MINUTE FIRE RATED REVISED DATE.- ---- ®012'x12' I ❑� -3080 FRAMED WALKDOOR OPENING DOORS.ALL DOOR OPENINGS BETWEEN REVISED DATE ---- I BEDROOM OO (2)30681NTERI()R WALKDOORS♦ THE GARAGE AND THE DWELLING UNIT h BP room -(1)50681NTERUJR BI-FOLD DOORS* SHALL BE PROVIDED WITH A RAISED SILL REVISED DATE: ---- . (1)4668 INTERIOR BI-PASS DOORS♦ WITH A MINIMUM HEIGHT OF 4". . I m ® m.. ©-3068 20 MIN F1':E RATED WALKDOOR♦ 2.)THE AREA OF FLOOR USED FOR — I — Q-(7)3056 FRAMED WINDOW OPENINGS PARKING OF AUTOMOBILES OR OTHER - '` L— - - - x _ R TOWARD THE MAIN VEHICLE Q•3640 FRAMED';VNDOW OPENING VEHICLES SHALL BE SLOPED TO 9'0" 12'..9" 10'9" 12'6" 9'0, m 6056 FRAMED WINDOW OPENING FACILITATE THE MOVEMENT OF LIQUIDS TO tEPEO�Cy� � 16' 10'OVERHI AD DOOR W/OPFRATO A DRAIN OR TOWA N VE �p N•TiQATc�n� , e► r—� ENTRY DOORWAY. INTERIOR LAYOUT I (2)30"x30"ATTIC ACCESS PANELS(VERIFY LOCATION) 3.)INTERIOR WALK DOORS,FIXTURES AND No.30293 L—J FINISHES ARE NOT BY MORTON no ppOgTON, BUILDINGS,INC.or MORTON IWN019 a 2' 8' -- BUILDINGS'SUBCONTRACTORS,AND ARE sp° SCALE; ROUGH OPENING SCHEDULE THE OWNERS RESPONSIBILITY. IJHOFMI'�' 1' 4' 16' 4.)2x6 AND 2x4 STUDWALLS ARE NOT BY NOTE: MORTON BUILDINGS,INC.or MORTON UNIT SYMBOL WIDTH HEIGHT ♦IDENTIFIES ITEMS THAT ARE NOT PROVIDED BUILDINGS'SUBCONTRACTORS,-AND ARE FROM LEGEND BY MORTON BUILDINGS,INC.OR MORTON THE OWNERS RESPONSIBILITY(UNLESS �3 VERIFY VERIFY BUILDINGS'SUBCONTRACTORS AND ARE THE OTHERWISE NOTED). SCALE.AS NOTED y�®(1 VERIFY VERIFY OWNER'S RESPONSIBILITY. SHEET NO. S2 of S5 OFFI CE.' NORTON,MA JOB NO, Ilxl5 122-2012 PI, TRUSS:DESIGN SPECIFICATION: Truss has been designed by computer using Robbins o 0 S2 g U _ H //2 N O.C: Engineering Software and specifications of recognized TRUSSSPACI G -T.6" LIVE LOAD 25 PSF engineering principles..Trusses are manufactured by Morton DEAD LOAD 7 PSF Buildings,Inc. :( CEILING LOAD 6 PSF �— C� N LUMEER SPECIFICATION(2001 NDS for Wood Construction): TOTAL LOAD 38 PSF Lower Chord--No.1 K.D.-19 or 2400f-MSR 2.0E Southern Pine Q— Top Chord---No.1 K.D.-19 or 2400f-MSR 2.0E Southern Pine w ` a ( Web Members--No. I K.D.-19 Southern Pine O 6x9' f Z PI. / �S" TRUSS.PLATE SPECIFICATION(ICBO Evaluation report No.2929): w 01I8, ASTM A-653,Grade A 20 Ga.and IS Ga.where noted, Z 4 galvanized steel Morton truss plates identified by a hexagon `J I stomped every 1 114"along the center of the plate. 2x4 r, Tee 12 z ? 3x5 7 PI. 1 1 1 ' 1 bx9 PI. 18 Ga. it 1 1 15x5 PI.18 Ga. z r 1_ 9x9. 6x9 W 9'1 5/8" y , Tt/2' a 1168 8 PI Ga. PI 2x8x16' PI. 5 (� } ° o CAMBER AT CENTERLINE 4 4 / -1 4" 8'10-1/4" Q < s p3/4" 7 � 30'-2X 10(NO.1,SYP) U 1'4'1 O 1/2° END RAFTER ASSEMBLY H— r1 U 30' :CUSTOM S.C. TRUSS Q Z _ SCALE:1/2:,=1_0" �, ' f-�, O . I.I NAILS. .. 10-20d R.S. LS . _ _ PER CONNECTION Q 0 F . O zm 2-2x6 END COLUMN EXTENSION OR O UPRIGHT ASSEMBLY NAILED T END a G S E O 1 RAFTER ASSEMBLY AS SHOWN AND TO V, - H INTERSECTING W FASTEN T EAC I ERSECT G WEB. O V� Z HEADER AND FRAMING MEMBER WITH(2) W = 16d R.S.NAILS INTO EACH END COLUMN - r w EXTENSION MEMBER OR UPRIGHT. a A — - - S2 — l i l g N N u N N N N I DETAIL B —' SCALE:1 1/2"=V-0" _J B N N II N N N B Q ®N® � S2 S2 Z p N u N 3 3 O p O .00 B N N N II N � N k S2 Ii N lI N II N N DRAWN BY: KLEIN N N N N I N DATE. 09/13/07 I ® I CHECKED BY:LONG 3 I II N N 3 l' O � N DP,TE.' 10 4 I 0 07 (2)20d R.S. AILS!N OVERHANG FRAME _ REVISED DATE, ---- ,' ®N® N ®N® N 2x4BEV,PURLIN �� ---- N N N JL II _ 11 N � REVISED DATE.' s I z0 I N N I s I 30'-2X10(NO.1 SYP) REVISED DATE, ---- j I N N N TOE!`fAIL OVERHANG RAFTED / END RAFTER ASSEMBLY TO<DVERHANG NAILER WITH REV/SEDDATE: ---- OI (1) 15d R.S.NAIL EACH SIDE `— — — — — — — — — — — — — — — — — LICENSE P z w n c cdg c� Construction Super o TRUSS / BRACING LAYOUT a (7)20dR.S.NAILS FffectiveDate ILic.# SIC"AFL 4rfi MCt:01�PPIC K i Y .2' 81 OVERHANG FRAME - 07/O]/97 067465 CIVIL SCALE: 2x6 OVERHANG NAILER Wayne Davis NU.41t21 1 s . 4' 16' 100 Scarlet Road TRUSS / BRACING LAYOUT LEGEND Plymouth,MA 02360 �r:, <° 01 7 O-30'CUSTOM S.C.TRUSSES Q 7-6"O.C.TYPICAL z -CONTINUOUS 2x4 LOWER CHORD TRUSS TIES 3-2x6 CORNER COLUMN. APPROXIMATELY 7-6"O.C.TYPICAL SCALE:AS NOTED Q-2x6 DIAGONAL END BRACES APPROXIMATELY DETAIL A - sHEEr No. T-6"O.C.TYPICAL SCALE:1 1/2"=V-9' S3 OF S5 'i i INGLES OFFICE: NORTON,MA O(2)ROWS OF SELF-ADHERING WATERPROOF ♦SHINGLES MEMBRANE BEGINNING AT.OVERHANG WITH • (1;LAYER OF l5#ROOFING FELT ON THE ♦(2)ROWS OFSELF-ADHERING WATERPROOF JOB NO. . MEMBRANE BEGINNING AT OVERHANG WITH 122-2012 REMAINDER OF THE ROOF (1)LAYER OF 15#.ROOFING FELT ON THE REMAINDER OF . ROOF . 2x4 PURLINS @ 16" O.C. THE (NO.2 SPF) 12 m T#150 GABLE TRIM 2x4 PURLINS @ 16"O.C. INSULATION STOP/AIR DEFLECTOR 7 2x6 BEV.FASCIA a TRUSS IN COLUMN T#144&T#146 14 0.135"x 2 1/4"R.W.NAILS OR 1 bd R.S.NAILS U 1/2"CDX PLYWOOD SHEATHING _ SADDLE LAMINATED COLUMN (1)20d R.S.NAIL THROUGH STRAP 2x4 BEV:.PURLIN SOFFIT //// .&INTO BRACE 2-2x6 E.C.E./ 2'END BRACE STRAP W/PRE-PUNCHED T#150 DRIP EDGE _ ®_ 2x6 BEV.FASCIA HI-RIB/SOFFIT CAP TRIM //// HOLES(BEND TO FIT)FASTENED W/ m 5"O.G.GUTTER.� //. / (3)0.140"x 1 1/2"R.S.NAILS �`� j / O 2x6 DIAGONAL BRACING FASTENED Z 30.CUSTOM S.C.:TRUSS / W T#144&146 FASCIA TRIM / / 70 COLUMN W/(4) 16d R.S.NAILS ( z SOFFIT - - j 30'CUSTOM S.C.TRUSS HLRIB/SOFFIT CAP .2x4 STRIPPING @ 1.6"O.C. 36'-2X10(NO SYP) ( ' R-30 BLOWN-IN INSULATION - END RAFTER ASSEMBLY -2,6 OVERHANG NAILER __ - __ __ _ ____———_— 4 MIL VAPOR RETARDER i Z (2)I/2"x5 1/2 M.BOLTS& 2x4 TOP BLOCK p CEDAR SHAKE SIDING - 2x5 TOP NAILER C ,. (4)20d R.S.NAILS 2x4 TRUSS TIE 1 1 -1 3/4"O.S.B.WALL FIRESTOP 52Q CEILING BRACKET z ENDWALL SECTION Bio 6".BLANKET INSULATIONW/ Q �F /2'GYPSUM WALLBOARD OR OTHER SCALE:1/2"=V-9' LLJ QjJ 4 MIL VAPOR RETARDER J Q ry INTERIOR.FINISH - - ( , �. O CEDAR SHAKE SIDING �— 2x4 STRIPPING a0,16"O.C. v 12'_0,• 2x4 HAILERS Q 24"O.C. GRADE TO HEEL 2100f MSR SPF' Z ,.e" • 3-2XI0 LAMINATED COLUMN "�• 2x2 VERTICAL BLOCKING O U s" AT COLUMN LOCATION G • 2x4 VERTICAL BLOCKING @ 48"O.C. 7/16"OSB W/BUILDING WRAP Q Z F_ O _ 3-2x10 LAMINATED = O A;. .. (1)ROW 2x8 TREATED SPLASHBOARD COLUMN 1 NAIL ///E: 2x4 NON-TREATED b NAILrN T#162 CONCRETE STOP s'R 67 NAILS TOTAL �. � ^ 4'GONCRETE FLOOR* - L m R-11 PERIMETER INSULATION♦ d • - FINISH GRADE " - - - — 4 MINIMUM COMPACTED GRANULAR BASE* - INTERIOR LL J -_ . - — 2x10 TREATED BOTTOM PLATE . , CONCRETE FL FLOOR NOTES - NOTE: 13500 PSI.5 1/1 BAG MIX CONCRETE. ® N _ sIREINFORciNc.v6-ImaOWWM. NOT PROVIDED - - 3I SLOPE GRADE AWAY FROM BUILDING 0'V PER - EXTERIOR ( 1 A g Boor FORA.MINIMUM DISTANCE OF IO•Pws •BY MORTON BUILDINGS,INC.OR MORTON : - - - OVERHANG WIDTH. BUILDINGS'SUBCONTRACTORS'AND ARE THE - - - - 4.j WHEN A VAPOR RETARDER IS PROVIDED.PLACE F. NAIL KEY J MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON OWNER'S RESPONSIBILITY; 0.148"x4"(20d)NAILS - �J TOP OF A,MINIMUM V COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR 0.131"x 3 1/2"HOTDIPPED GALVANIZED(HDG)_RING SHANK NAILS' 3-2x10 COLUMN SPLICE FASTENING DETAIL _ - SCALE:1/2"=V-0" _ -- 3'-0'LONGER LOWER - - - - DRAWNBY: KLEIN DATE.' 09/13/07 CHECKED BY.'LONG 224M(14-GA.)COLUMN STILT /rDA7E 10/04/07 10"THICK MINIMUM READI-MIX CONCRETE — 3-2xb LAMINATED COLUMN" / REVISED DATE.---- BELOW BOTTOM OF LOWER COLUMN WITH � /,. a — — SUPPORT -2x6CLAMIINIrATED ADDITIONAL READI MIX TO TOP OF 224M STILT(9"+. 1 1/4"xl 1/4"x14 GA.SUPP ANGLE ' REVISED OAfE PLACE CONCRETE BELOW AND ABOVE BOTTOM FASTENED TO COLUMN AT EACH OLU REVISED DATE' ---- - 24'm OF LOWER COLUMN IN ONE OPERATION. CORNER WITH (3).148 O x 2" I 22 NAIL - STAINLESS NAILS. (12 TOTAL NAILS REV/SED DATE --- SIDE VY PILL SECTION' A FOOTINGS ARE DESIGNED FOR A - PER COLUMNOTE: N) s� je 40 NAIL T TA 2000 PSF SOIL BEARING CAPACITY. — RI ET T CHANNEL WITH 1/4"PLATED � Y 10EN5E t SCALE:1/2"=1'-0" LOCAL CONDITIONS MAY REQUIRE RIVET TO SUPPORT ANGLE •, - P � 00, euction Sn er . 1 MODIFICATIONS. T 5°`,'`o�' ffe 'veDatf — UNDISTURBED SOIL ol,�' /01197 7 5 STILT NOTES Wayne Davis �n;+ccOFnnlcsc\"' 100 Scarlet Road C1vIL r 1. INSTALL PRESSURE TREATED INTERIOR Plymouth,MA 02360 �^ NO.41121 LOWER COLUMN WITH STILT IN I,.. THE AUGURED HOLE.fe ,G. 2. POUR MINIMUM THICKNESS OF EXTERIOR READI-MIX CONCRETE INTO THE NAIL KEY (a' - - HOLE AS SPECIFIED. .." , ._. .,.:.. _ .. p 0.148".x 4"(20d)NAILS' _ , • 0.131"x 3 1/2"HOT DIPPED:GALVANIZED(HDG)RING SHANK NAILS 3. BACKFILL AND COMPACT THE SCALE:AS NOTED ANNULAR SPACE AROUND THE 3-2x6 CO PLI�.E f 7 coLUMNTOGRADEwirHsolL x COLUMN S FASTENING DETAIL_ SHEET NO. STILT ISOMETRIC AUGURED FROM THE SITE. SCALE:1/2"=1-0" S4 of S5 - OFFICE: NORTON,MA ♦2x4 BLOCKS BETWEEN PURLINS .,•' ,. JOB NO. 122-2012 �. �2x6 TOP PLATE � ♦CEDAR SHAKE SIDING. v 22 C 2-2x6 UPRIGHT �— w -� w m 2x4 TOP BLOCK 2x10 HEADER Z i 2x6 NAILER w z 2x6 BLOCK �\ 2x12 HEADER ( O v � O.H.D. 30'CUSTOM S.C.TRUSS v 2x2 BLOCK 'ALUMASEAL T#151 T#152 T#154 T#105 L U 2x4 JAMB(BEYOND; GRADE TO BOTTOM z BOTTOM 2'TREATED) OF 2x6 BLOCK j (3)2x6 JAMB COLUMN(BEYOND) - t 4 2x6 TRACK BLOCK(BEYOND; O INTERIOR FINISH INTERIOR FINISH { BOTTOM 2'TREATED) - Q ♦2x6 DOUBLE TOP PLATE J W Q ""I t OHD HEADER SECTION C U ♦5 1/2"KRAFT FACED INSULATION 5/8"TYPE-X GYPSUM BOARD FINISH* "ten SCALE.1 ="V-0„ - Jai WITH 4 MIL VAPOR RETARDER Q O .L'r A INTERIOR FINISH 2 T d ♦2x6 STUDWALL 0 16"O.C. 5/8"TYPE-X GYPSUM BOARD FINISH♦ Q - ♦2x6 TREATED BOTTOM PLATE F— , FASTENED WITH.1/4"x23L4". x „u.,a•r.•, w- r4 ,+:.to a rr ii. r ,^-^4', .s '-a• e he -.:7n t?-"".,^;F. I,)I. 0(2)LAYERS 1/2 PLYWOOD 2x4 PURLIN CONCRETE FLOOR o r �?• b" ad t, ♦2x4 TREATED BLOCK P f - 60d R.S.NAIL X $ e L� z O { - 20 GA.GALVANIZED o PURLIN CONNECTO ♦4"CONCRETE FLOOR C z TOP TRUSS CHORD' R 1+ LIJ y �, STUDWALL PARTITION SECTION D .� (1)#9xl"TRU-GRIP SCREW ON PEAK SIDE'AND e - - —J g SCALE:1 1/2" 1'0" (2)#9xl"TRU-GRIP SCREWS ON EAVE SIDE OF _J PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) ai 2x4 BUTTED PURLIN DETAIL DRAWrV BY: KLEIN DATE: 09/13/07 • CHECKED BY:LONG I. : II•,r DATE.' 10/04/07 REVISED DATE, ---- .. - 2x4 TRUSS TIE I�2" REVISED DATE: ---- REVISED DATE: ---- `s 60d.R.S.NAIL LICENSE REVISED DATE: ---- + 20 GA.GALVANIZED Construction Super _ LOWER TRUSS CHORD Effective Date p67465 PURLIN CONNECTOR 07/01/97 *�n T Wayne Davis 5N OF M"A Sy9 ]00 Scarlet Road os MA 0236C �11cHAEL t. ^� Plymouth, r MCCOFiMICK u: NCO.41121 i (1)4t9x1'TRU GRIP.SCREW ON PEAK SIDE AND C�rra��/eV' NOTE:. (2)#9xl'TRU-GRIP SCREWS ON EAVE SIDE OF ♦IDENTIFIES ITEMS THAT ARE NOT PROVIDED TRUSS TIE IN HOLES SHOWN(JOINT MUST BE BY MORTON BUILDINGS,INC.OR MORTON TIGHT BEFORE FASTENING CLIPS) BUILDINGS'SUBCONTRACTORS AND ARE THE 1 OWNER'S RESPONSIBILITY. SCALE:AS NOTED 2x4 TRUSS TIE DETAIL SHEET NO. S5 of S5 DEEP OBSERVATION HOLE LOGS ROUTE 6A OASTAL DEEP OBSERVA11ON HOLE 1 EL = 102.5'f NO SCALE DEEP OBSERVATION HOLE 3 EL = 99.0't DATE OF TESTS: JUNE 4, 2007 AND NOV. 14, 2007 (PERC TEST IN DOH 13) NGINEERING DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER DEPTH FROM SOIL SOIL R SOIL COLOR MOITTLING OTHER TEST NUMBER: P11777 PLAN REFERENCES: I _ SURFACE HORIZON TEXTURE MUNSELL MOTTLING SURFACE HORIZON TEXTURE OMPANY INC PERCOLA11ON RATE : LESS THAN 5 MINUTES PER INCH DROP 0" _ 2" 0 0' - 2" O IN THE C2 HORIZON IN DOH # 1 AND DOH #3 1) ASSESSORS MAP 349, PARCEL 014 oErs �" ►yN i /' 260 Cranberry Hwy.Orleans,MA 02653 WITNESSED BY : JOHN G. SCHNAIBLE, CEC cF oT F 508.255.6511 Fax:508.255.6700 2" - 6» A LOAMY SAND 10 YR 3/1 2" - 6" A LOAMY SAND 10 YR 3/1 DONNA MIORANDI, HEALTH AGENT (6-11-07 2) PLAN OF LAND IN BARNSTABLE, (CUMMAQUID) MA. DAVID STANTON, HEALTH AGENT (11-14-07� PREPARED BY EDWARD E. KELLEY, REG. LAND SURVEYOR aKMONr Rom 6" - 30" B LOAMY SAND 10 YR 6/6 NONE 6" - 30" B LOAMY SAND 10 YR 6/6 NONE CUMMAQUID, MA., DATED: MARCH 10, 1988 C1 SILT LOAM NO GROUNDWATER ENCOUNTERED Be2.5 Y 6 3 NONE 30" - 114" C1 SILT LOAM PERC AT 1ER 3 PLAN BOOK 68 PAGE 37 i 30 - 4 / FlRM 2.5 Y 6/3 NONE SOME SAND Fl ) , EXIT 7 .., FINE SAND PERC AT 108' » » FINE AND (DATE OF PERC 11-14-07) Be - 168" C2 2.5 Y 6/4 NONE LOOS 114 - 16g C2 E S 2.5 Y 6/4 NONE LOOSE NO GROUNDWATER 4) PLAN BOOK 235 PAGE 149 MI / NO GROUNDWATER ENCOUNTERED AT A A ENCOUNTERED AT A DEPTH OF 168' DEEP OBSERVATION HOLE 2 EL = 101.7't DEPTH � t66' DEEP OBSERVATION HOLE 4 EL = 99.9t 5) DEED BOOK 12377 PG 329 ESTIMATED HIGH GROUNDWATER CALCULATION SOIL SOIL COLOR OIL DEPTH FROM SOIL SOIL SOIL COLOR SOIL (USGS/CCC METHOD) I V !'1 BARNSTABLE, MA DEPTH FROM SOIL S SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER INDEX WELL # ZONE: � KEY MAP � On - 2» 0 On - 30 0 DATE OF READING: DEPTH M GROUNDWATER: DA TUM NG TE. NO SCALE 2" - 5" A LOAMY SAND 10 YR 3/1 3" - 6" A LOAMY SAND 10 YR 3/1 GROUNDWATER LEVEL ADJUSTMENT: ELEVATIONS SHOWN HEREON ARE BASED ON ASSUMED DATUM o 5" - 31" B LOAMY SAND 10 YR 6/6 NONE 6" - 30" B LOAMY SAND 10 YR 6/6 NONE ACTUAL GROUNDWATER LEVEL ® SITE: EL= A • " C1 SILT LOAM 2.5 Y 6 3 NONE 30" - 1200 C1 SILT LOAM 2.5 Y 6/3 NONE SOME SAND FIRM ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL= z 31 - 132 / SOME SANG FIRM » » FINE SAND CE #2 LEGEND 132" - 204" C2 FINE SAND 2.5 Y 6/4 NONE LOOSE NO GROUNDWATER 120 - 168 C2 2.5 Y 6/4 NONE LOOSE NO GROUNDWATER AN gEFEgEN z ENCOUNTERED F o:' DEPTH F 16 AT A pL EXISTING o ■ BOUND DESIGN CALCULATIONS ® CATCH BASIN DESIGN FLOW: 1 PROPOSED + 3 FUTURE AT 110 GAL PER DAY PER BEDROOM = 440 GPD 440 GPD X 200% - 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED HYDRANT A 52.5'L x 71W x 2'D. LEACHING CHAMBER CAN LEACH: I I SOIL REMOVAL NOTE Vt = 52.5 (2) 2 x .74 + 52.5 (7) x .74 + 7 (2) 2 X .74 = 448.1 GPD ^ I / / - - .- - FENCE v w INSTALL ONE ( 1 ) - 52.5'L x 7'W x 2.0' D LEACHING CHAMBER A = 448 GPD > 440 GPD REQ'D. 3 I / / // / REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING so CONTOUR A ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED - - / / / CHAMBERS DOWN TO "C2" HORIZON (SEE DOH #1 THROUGH DOH #4) x90.5 SPOT GRADE ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) V / / / AND REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #9. o / PROPOSED F ~ � _ oti ° _ _ O i� /� , // ++ z P>fOPos \ _ _ \ -W- WATER SERVICE N- // / 24'f ( "o �t'S nc N _ - ;` 90 CONTOUR d 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. p - - 42�25 \ \ 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF ��,. / 44't t 3 _ - - - - - - - - - - _ \ \ \ \ V\ z THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT / _ r ;� 1o, io1.5 \ \j°�� \,ok' \-'os \"/o \\ \ \ x9o.5 SPOT GRADE SEAL �,/ DEW Iot ° STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY _ - - / f1o1.5+ `;, ..i MIN, \ 1 _�$- - - - - _ \\ \\ \\ \ \\ \\ \\ \\ \ \ H F im COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST ' - _ PROPOSED a I \ \ \ \ \ \ \ \ 52.5 L x 7 W. x 2 D. w �' `- \ \ \ \ \ \ \ 1 COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. ,. ° , \ \ o N LEACHING CHAMBER i B �' I I I - -97- _ ° °k \ 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER a SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER2. 1 01' \ 0 26 t 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE 25 \ \ , I I 1 NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. !O ,,,� ))/ ' �.' MIN In I I 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL ' FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF Q P :i A ' ': oz 1 ) ! \ \ \ \ 1 I 1 1 I 1 1 1 1 \ 1 1 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR O RVE I �.. \ \ >� \ I ( I I \ \ \ I i 1169,,5 ,- AR \ �T / 1 w 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS \ 4 \ \ to2.o\ II I j I I _ SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES J \ \ \ 1 I I I AREA - 44,000 S.F. X \,( 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND REMOVMrN ) %, D�H=4 UTILITIES PRIOR M EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE - N H- \ P IVEWAY 0 CONSTWORK ERAUTION DURING CONSIRUCYION. �.�o'` � ' �" -.. D \ I '� II \�� \\ \ \ \ \� \�,� \ < /' / \� --�J / \\ o° \ 0 s� 9\ 8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE \ \ \ OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. - r�1 ' / / / / \ � 9 �� \ CHANGES IN DESIGN. / _ � +99 / \ \ �� s\ \ j3 101.5+/ I +9s,�4 ��� \ at 1 \\ \ \ IF APPLICABLE: / - CONSTRUCTED IN FILL SHALL BE CLEAN \ \ \ _ \ \ 9) FILL MATERIAL FOR SYSTEMS I -�, �� \ 1� I - GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE PERCENT dos �. 404 MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN SIZE PASSING - - I 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. \ � � � ,/ // // \ 1 � / / THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 4 1_10 i I 1 I \ \ 50 10�-100% ( I t \ � \ \ \ \ I ' � \` �vETyA y "` / / // I1 1 ( 1 ! I \� � � � �� � ► THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE 11200 00 0%_20x -W FOLLOWING GRADATION REQUIREMENTS: O%_596 ��' \\ \-- - - - - - - - - - \ ( M BENCHMARK - CONCRElEBOUND - - - - -- - - - - - - - - - - - - - - - ELEK = 100.00 (ASSUMED DA A ONE (1)- 52.5'L x 7'W x 2'D LEACHING CHAMBER CONSTRUCT BY PLACING FOUR 8'-6" x 4'-10" x 3'-0" LEACHING CHAMBER UNITS END TO END WITH 3'-6" STONE BETWEEN EACH UNIT PLAN WITH 4'-0' STONE ON ENDS AND 1'-1" STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS MANUFACTURED BY 20 10 0 20 60 - TOP OF SLAB EL 102.5 RaoSE FOFlNI�'i VERS TO 117HIN 6 SHOREY PRECAST OR EQUAL). v Q FINISH GRADE .% D BOX i inch v 20 !t. On �IiNuc. D'BOX MINIMUM D'EOX INSIDE S MAX. SCALE MENSIONS 12"xt2' (THIS AREA IS SERVED BY TOWN WATER) AS NOTED DROP:2" MIN - 3' MAX 4 DIA SCH 40 PVC PPE SOW LINE 4' DIA SCH 40 PVC PIPE IN. 4' DIA SCH 40 PVC PIPE 1/8-TT1 STONE DRAWING FILE �r C16118.dwg 10' 9EE�lON� • 2'-D' n 6 DATE n tI�ID DEP111 D INVERT EFFECTIVE 1DD.00 99.5D 1500 GAL ' "0 8-29-07 h SEP11C TANK It-ME 98.90 98 73 98.50 3/4' TO 1 1/2' DEPTH O O O O ; 'yof INSPECTION NOTE DRAWNBY TLM W/'SANITARY TEES + ALL INV. DOUBLE WASHED STONE CHECKED BY COMPACTED BASE ,o` THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) 'o THE MINIMUM SLOPE FOR T: + W/ 6' LAYER OF gg,50 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. y I,-I* I z 4' DIA SCH 40 PVC ALL° " ;` CRUSHED STONE z PIPE A 1/8" PER FT COMPACTED BASE GAS BAFFLE uSE _ 52'-6" INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER I HEREBY CERTIFY THAT THE CONDITIONS " r PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON ���iH of n'A`�s�c SHOWN HEREON ARE LOCATED AS THEY Q od W/ 8 LAYER OF iUF-nTE OR LINE(S) EXITING D'BOX MUST REMAIN �p REQUIRED INSPECTIONS. �o�'� DAVID ; ''G� EXISTED ON THE GROUND AS OF 12-16-04. � CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 7-O" BEFORE PITCNMG °: OUTLET TEE DEPTH DOWN TO LEACHING FACILITY R• _ 0�LIQUID DEPTH BELOW FLOW LNG 35t 21 t ESTIMATED DEPTHI -) SDATETO GROUNDWATER IS > 20 FT NOTE: kl�t 7142 4 FT 14 INCHES LONGEST RUN Y THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING M �o �P C2*1,ol 5 FT 19 INCHES THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL �FSS`° x ' w 6 FT 24 INCHES CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND �qNo suR\qj P.LS SCHEMA TIC FL 0 I N PROFILE LOCAL BOARD of HEALTH REGULAl10NS. W 1 OF 1 SHEETS A o PROJECT NO. C16118.00 ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 v w ROTE 6A DEEP OBSER VA TION HOLE LOGS NO SCALE OASTAL DEEP OBSERVATION HOLE 3 EL = 990't i DEEP OBSERVATION HOLE 1 EL = 102.5 . 'f DATE OF TESTS: JUNE 4, 2007 AND NOV. 14, 2007 (PERC TEST IN DOH 13) _ � NGINEERING SURFACDEPTH E EROM HORIZON TEXTURE SOILSOIL SOIL COLOR MOTTLINGO SOILTHER SURFACDEPTH E EROM HORIZON TEXTURE SOILSOIL SOIL COLOR MOTTLING SOIL OTHER TEST NUMBER: P11777 PLAN REFERENCES. _�' I _ 0" - 2" 0 0" - 2" O PERCOLATION RATE : IN STHE C2 HO THAN 5 RIZON IN DOH INUTES PER I# 1H DROP AND DOH #3 1) ASSESSORS MAP 349, PARCEL 014 DEl�as pp�„i OMPANY, INC. A LOAMY SAND 10 YR 3/1 2" _ 6" WITNESSED BY : JOHN G. SCHNAIBLE, CECNGFD !' 260 Cranberry Hwy.Orleans,MA 02653 2 - 6 A LOAMY SAND 10 YR 3/1 DONNA MIORANDI, HEALTH AGENT (6-11-07) 2) PLAN OF LAND IN BARNSTABLE, (CUMMAQUID) MA. F " " OT 508.255.6511 Fax:508.255.6700 PREPARED BY EDWARD E. KELLEY, REG. LAND SURVEYOR 6" - 30" B LOAMY SAND 10 YR 6/6 NONE 6" - 30" B LOAMY SAND 10 YR 6/6 NONE DAVID STANTON, HEALTH AGENT (11-14-07) CUMMAQUID, MA., DATED: MARCH 10, 1988 OAKMONT ROAD 30" - 84" C1 SILT LOAM 2.5 Y 6/3 NONE " " PERC AT 132' NO GROUNDWATER ENCOUNTERED LOCUS i FIRM 30 - 114 C1 SILT LOAM - 2.5 Y 6/3 NONE SOME SAND FIRM- (DALE OF PERC 11 14-07) 3) PLAN BOOK 68 PAGE 37 `f EXIT 7 cq » C2 FINE SAND 2,5 Y 6/4 NONE PERC AT 108" " » 84 - 168 LOOSE 114 - 168 CZ FINE SAND 25 Y 6/4 NONE LOOSE No (GROUNDWATER �! MI � � GROUNDWATER ED A EN03UNTERED AT A 4) PLAN BOOK 235 PAGE 149 � DEPTH OF ise" DEPTH OF 16S 5) DEED BOOK 12377 PG 329 � DEEP OBSERVATION HOLE 2 EL = 101.7't DEEP OBSERVATION HOLE 4 EL = 99.9'f ESTIMATED HIGH GROUNDWATER CALCULATION a� w DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER (USGS/CCC METHOD) N /A BARNSTABLE, MA Ike � SURFACE HORIZON TEXTURE MUNSELL MOTTLING SURFACE HORIZON TEXTURE MUNSELL MOTTLING w INDEX WELL- # ZONE: KEY MAP 0" - 2" O 0" - 3" 0 DATE OF READING: DEPTH TO GROUNDWATER: DATUM NOTE: NO SCALE 2" - 5" A LOAMY SAND 10 YR 3/1 3" - 6" A LOAMY SAND 10 YR 3/1 ELEVATIONS SHOWN HEREON ARE BASED GROUNDWATER LEVEL ADJUSTMENT: ON ASSUMED DATUM z 5" - 31" B LOAMY SAND 10 YR 6/6 NONE 6" - 30" B LOAMY SAND 10 YR 6/6 NONE ACTUAL GROUNDWATER LEVEL ® SITE: EL= 4 31" - 132" C1 SILT LOAM 25 Y 6/3 NONE SOME SAND FIRM 30" - 120" C1 SILT LOAM 25 Y 6/3 NONE SOME SAND FIRM ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL- EL= z 132" - 204" C2 FINE SAND 2.5 Y 6/4 NONE LOOSE NGROUNDWATER 120» - 168» C2 FINE SAND 2,5 Y 6/4 NONE LOOSE ENCE #2 LEGEND ENCOUNTERED T ENCOUNNTTENRDEWDA AT A Pj,AN REFER z A DEPTH OF 20,C DEPTH OF 168" ( EXIS77NG ■ BOUND DESIGN CALCULA TI DNS ® CATCH BASIN DESIGN FLOW: 1 PROPOSED + 3 FUTURE AT 110 GAL. PER DAY PER BEDROOM = 440 GPD 440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED HYDRANT A 52.51 x 7'W x 2'D. LEACHING CHAMBER CAN LEACH: I , SOIL REMOVAL NOTE X FENCE u Vt = 52.5 (2) 2 x .74 + 52.5 (7) x .74 + 7 (2) 2 X .74 = 448.1 GPD INSTALLONE ( 1 ) - 52.51 x 7'W x 2.0' D LEACHING CHAMBER Vt = 448 GPD > 440 GPD REQ'D. 3 I I l /r / REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING - -go- - CONTOUR a ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED - / / CHAMBERS DOWN TO "C2" HORIZON (SEE DOH #1 THROUGH DOH #4) A ONE ( 1 ) - DISiRIBUTiON BOX (5 OUTLET) _ r / dPosbD-- \ AND REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #9. X . SPOT GRADE CY] / / ATER SERVICE R o/ w _ PROPOSED Liw NOTES �� / b I/ 15ooOGAI �..� - _ __ w`- -W- WATER SERVICE 24't ( o °' TIC TAN / * '-100� ~'` \ ` `` `- 90 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. / - 42725�-. �' CONTOUR d 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF / 44'f box ` - - - `- -- - ~ z THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT ;I ` 01.5 -- \ \�°��, \'o ��o \ `` ~ xso.5 SPOT GRADE STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY 101.5+ �� sv ° v `` sEAL ! ice/ DH 10' - , MIN ,�� COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST PROPOSED �� I , COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. )OH- ( \ \ \ \' 52 5 L x 7 W. x 2 D. I i A: „A_ � ..�.;�p ;. I - - �� A O2 \ \ A \ V V �i LEACHING CHAMBER I I p ytl I } __ - -97- O Tp \. \ �` \ ` �. o i H 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, O AND REPORT ANY DISCREPANCIES`TO THE DESIGN ENGINEER. C7` 4+ \a, I I I - _ _ \:� \ \ \ \ 'N�6.2 ' \ 26 f \ ' 4 ao �>4 - 31 » �. I + e 1 D1 f' , �,t s r i 1 Os C 4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE Z \ / \ 25 IN. I I 1;;2 f ,! 1 S Al TAR NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. w� 'I .1 " MIN 1 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROIVAL \. FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF �C c) FkPOSE °/ 1� l I I I _ - v v v,. A V A 1 1 1 1 I 1 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR O Ln RESERVE I \ \ 1 \. / - ¢ r i� I i �' �` \ \ \ 1 '� ./ 1 1 69 , i 1 Ln AREAS 5 51 6 THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS 17't 101.0++ SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES / \ 102.0\ \ ( I I LOT 1 \ \ \ \ \ \ \ 1 1 1 1 1 i i 1 1 1 1 \ I / . - - -- -- f r a \ \ AREA = 44,000 S.F. \ \\ \ \ \ \ \\ \ \ 1 1 1 1 1 1 11 1 1 11 REMOVAL 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND DOH---4 (SEE-NOTE) i :+� \\ UTiLIT1ES PRIOR TO EXCAVATION AND SHALL PROTECT UTiLI11ES WITHIN THE N \ PROPo \ \ \ \ l -- I \ \ \ 1 WORK AREA DURING CONSTRUCIION. �� - OH- ( DRIVEWAY \ \ \ \ \ , i I \ \ \ l i 1 1 1 1 1 1 1 1 \ t 1 \ I 1 TO CONSTRUCTION. / / ----.-11 / \ /po -- 8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE - / OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. ' y I ( i i I �, \ I --- ! l I \ \ 9\ CHANGES IN DESIGN. +99j3 ! 101.5+! IF APPLICABLE: I +99.3 �� 101 \ --- \ \ \ 0 I I I / II I i I i I I `- 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN 1 '-t- - \ 1 \ '�\ / / / / / I / GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE PERCENT 1 , 9 +1 .6 \ �'- �� - 4D4 ,_ MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN SIZE PASSING /' -- I 1 I \ �- /\ I J -_ �- J 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 4 100� 1 i l I \ \ \� .� `. I \ \ / / / / / / / / / I I i I i I I \ 1 / ( ! f / w THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. \ \ - / / \ I 1poll THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE 1120000 0Tr20X FOLLOWING GRADATION REQUIREMENTS: 0%-5% BENCHMARK - CONCRETE - - - - - - ?61' 3'Ob" WI ELEV. = 100.00 (ASSUMED DATUM _ - _ _ _ - - - -- - - - ONE (1)- 525'L x 7'W x 2'D LEACHING CHAMBER CONSTRUCT BY PLACING FOUR 8'-6" x 4'-10" x 3'-0" LEACHING CHAMBER UNITS END TO END WITH 3'-6" STONE BETWEEN EACH UNIT PLAN WITH 4'-0" STONE ON ENDS AND 1'-1' STONE ON SIDES. (USE RAISE COVERS To IMTHIN 6' S00 GALLON LEACH CHAMBER UNITS AS MANUFACTURED BY 20 10 0 20 60 TOP OF SLAB EL - 102.5 OF FINISH GRADE SHOREY PRECAST OR EQUAL). _ i " Q H FINISH GRADE O 0 W y DBOXgo MIN.MAX. X\)XhO i inch = 20 fi~ SCALE D'BOX MINIMUM D' 12 INSIDE Y MAX (THIS AREA IS SERVED BY TOWN WATER) AS NOTED r MENSIDNS 12•x12 s' 4" DIA SCH 40 PVC PIPE - DROP:2 MIN - 3 MAX QF FLAW LINE C DIA SCH 40 PVC PIPE MIN. 4' DIA SCH 40 PVC PIPE " 1/8VYERTo 11�• STONE DRAWING FILE y�, C16118.dwg UQIID DEPnI DATE ma INVERT EFFECTIVE "o � 8-29-07. 100.00 99.50 : 1500 GAL 99.25 98.90 , � .�" DEPTH I r0 °� ` $ W/SANTARY TEES ,. 9873 9e.5o apt TD 1 1/2• O O Q Q INSPECTION NOTE DRAWNBY TLM ALL INV. DOUBLE WASHED STONE ! y COMPACTED BASE ,. .* a e " , A,.-_ THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTiON(S) CHECKED BY D s�, ,, "Y. 'r�r `, G��'''�+1� ➢r.a�Hr't+ k, W/ 6 LAYER OF 8g.5O z THE MINIMUM SLOPE FOR � . z PVC .�.. cRus>IED STONEALL " ,_ . OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. �� PIPE s 1"4! DIA SCH PER FT COMPACTED BASE GAS BAFFLE uSE ,_ • 52'-6" INSTALLATION CONTRACTOR MUST N011FY THE DESIGN ENGINEER of ft' I HEREBY CERTIFY THAT THE CONDITIONS o W/ 8" LAYER OF lUF-tiTE OR LINE(S) EXITING D'BOX MUST REMAIN PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON �,ti��-�N ASJaC,,- SHOWN HEREON ARE LOCATED AS THEY (� CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2'-O" BEFORE PITCHING AND ��'" REQUIRED INSPECTIONS. Q� DAVID �G EXISTED ON THE GROUND AS OF 12-16-04. OUTLET TEE DEPTH DOWN TO LEACHING FACILITY �gR. � U3r f LIQUID DEPTH BELOW FLOW LINE 35't 21'f ES IMMAOl10 DEFER IS > 20 FT NOTE: 42 `� DATE I,_)5- 4 FT 14 INCHES LONGEST RUN TO THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO 471 P /� • • 5 FT 19 INCHES THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL °pess\°� 6 FT 24 INCHES 0 7 FT 29 INCHES �r CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND quo SUR\J P.LS SCHEMATIC FLOW PROFILE LOCAL BOARD OF HEALTH REGULATIONS. w i of i SHEETS q ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 o PRorECTNo. w v C16118.00