Loading...
HomeMy WebLinkAbout1267 MAIN STREET (COTUIT) - Health « ` � CpmR) \ \`%080' { w } � ! J TOWN OF BARNSTABLE LOCATION 7 1�� s e� SEWAGE# Je IJ--O Sr VILLAGE �z `. ASSESSOR'S MAP&PARCEL ifs-Z�& INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1 � -�S C S LEACHING FACILITY: (type) 'ZrIEA-1� (size) •SP NO.OF BEDROOMS A"J-f o,F 4 � OWNER ;a ye-P_Ote) PERMIT DATE: �,�- 1�— COMPLIANCE DATE: -'1-146,-1 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 q , 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 O\1 TOWN OF BARNSTABLE LOCATION 1aE�7 ea,;o 3 SEWAGE# v VILLAGE cjf'y; ASSESSOR'S MAP&PARCEL . INSTALLER'S NAME&PHONE NO. Cetpe4.qiC SEPTIC TANK CAPACITY r c, a2 VARG-6€iG H-d'© LEACHING FACILITY- (type) !Y,-AnG 3600�,RI;PV H- size) NO.OF BEDROOMS OWNER®/,',,f°ei e i on PERMIT DATE: 3-I'L— Z®t?r COMPLIANCE DATE: /� Separation Distance Between the: 1/b lot s Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility j!Ei cw a Qa� Fe , et 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) /f/ Feet FURNISHED BY r Aeic ��n� r A-3- 4J�,3' B-3c KJ-,Sz 3 5 h 5 . j��4-7..7� -� rr g r All /_ A r� No. Fee v " THE COMMONWEALTH OF MASSACHUSETTS Entered in com -ter: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ApptiLation for ?Dispotal 6pstrm Construction Permit Application for a Permit to Construct( ) Repair k4 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components 't Location Address or Lot No. 1 'L G 7 m 4ti1 euS• CcD-F-JIT Owner's Name,Address,and Tel.No. o u,..r 1 �t,ow� pillAssessor's Map/Parcel 19 1-7{n 1 S ffo Y F« 31-d Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 2 7 3 - a 3--7 ^7 C44 e..; tF Cv►TcrP,0-e5 LLC 7? Type of Building: } Dwelling No.of Bedrooms Lot Size l 1 �� sq.ft. Garbage Grinder( ) Other Type of Building 5�� { -CA—)kl No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -1 O gpd Design flow provided gpd Plan Date 3 -11- 2-0 t a' Number of sheets f° Revision Date Title 1�-&`l 1 17hin St ttcf Size of Septic Tank l J 6O ! AL • Type of S.A.S. Description of Soil el i — I C 3(_ Nature of Repairs or Alterations(Answer when applicable) N&0 15bO C,gt f}-to S t7c -j9-W fj Date last inspected: Z O t l 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 Hea tgne Date 3 - Application Approved by Date Application Disapproved by Date for the following reasons Permit No. —0 53 Date Issued 4. F No. Fee &e)A t THE COMMONWEALTH OF MASSACHUSETTS Entered incom uteri Yes PUBLIC HEALTH DIVISION -STOWN Of BARNSTABLE, MASSACHUSETTS JYItatIDn for IB I-641 6pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 -L(07 M r ,n Si. Gcst�� Owner''s Name,Address,and Tel.No. Assessor's Map/Parcel 1 ?'7(o 1 S to S r iz_ �3 I Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. a 7 3 _ 0 3 7 -� eryew,JtF olc T7-7 S.L, t Z -7SiLeR-o4, 165 4 C,,A-Lx,.i (J Scovnvn.lc,✓1 rjf. ,q.�✓���- ee y??—� Type of Building: Dwelling No.of Bedrooms Lot Size 1 ` 800 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y 0 gpd Design flow provided gpd Plan Date 3 -I-a - 2 O c a- Number of sheets Revision Date Title I'1 01 VO4,h STctc Size of Septic Tank .(S00 G 4( Type of S.A.S. 2(0 l4G. ('4 3c-tc, Description of Soil 5e-a- In C cP 3�'' Nature of Repairs or Alterations(Answer when applicable) (J e-Lo 15bo Gg( 4-ro Sybc IJ Date last inspected: 7,0( 1 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 Hea - Signefl Date Application Approved by Date i #' Application Disapproved by Date F for the following reasons Permit No. /r�-- ­0 J-e> I Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repairedy(x) Upgraded( ) Abandoned( )by�gnp�.��p�e '1��cf_0�+�e� C_k-C at laco"7 ✓hA,h has been constructed in accordance a with the provisions of Title 5 and the for Disposal System Construction Permit No. dated T a� Installer GVJ.np, J'o �'>Z�c.l>P-�'It� Lam. Designer 5. L. e✓� ," #bedrooms 4 Approved design flow �! © gpd The issuance of this permit shall n t be construed as a guarantee that the system(wili-fim1cti a I signled. Date tp � Inspector \ ` ^-�------ram No. r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;Disposal *pstem Construction Vermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at ( -2(o�) ✓(ii 4,,v\ 4 r r e r 1 C04, N"A and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co pleted within three years of the date of this permit. Date h App oved by r J/ 10/LVIt VV.44 JVOLIOVooi SV.Jbb r. VV1/vv1 s � . Town of Barnstable THE Regulatory Services Thomas F. Geiler,Director °"`NAM ' Public Health Division MASS Fo ,�A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office 508-862-4644 Fax: 508-790-6304 Date: 3-tb=t2 Sewage Permit# Zo►� Assessor's Map/Parcel 18 /.76 Installer&Designer Certification Form , Designer: 5C Eqc1toeeWo5, TOC, Installer: CaCe.wMe- Enferetise_s GZ-G — 1 Address: zE Address: • eO GoX 763 Easi wc+retnarri i c 2. 36 &ty,-LA t Ml * 02 3 L On 3 .f L- 1 z e, 0,&D_, &�e 0e., LLL was issued a permit to install a (date) (installe ) septic system at 12 toy h ate 5tr eek based on a design drawn by (address) _X C-ng;,aeeMJ , T41c. dated 11&4 12,2412 / (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 systerrf 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 req ' 'nspeeted and the soils were found satisfactory. I CMUtrRC�Cnl:L s � c+ JR — (Ins Cris Slsnature cl!IL No :1607 esigner s Signatur (Affix est e' s Amp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNS TABLE PUBLIC HEALTH DIVISION. THANK YOU. it?pl'li:e I'unnsW�slgn�rc¢nilicmion I•onn doc Town of Barns P# J 3c5 6 3 Departiment of Regulatory Services Public Health Division t Date d'�S fa7 200 Main Street,Hyannis MA 02601 rfD Nutt� '� Date Scheduled- Time Fee Pd. V Soil Suitability Assessment for S e Disposal Performed•By:_�1i e(n ae i R me- ►w, l l GS Witnessed By: LOCATION& GENERAL INFORMATION Location Address 'a(P� m i5� Sri;.t % Cu?I�f Owner's Name ('✓A-40- tKi4Y7_i_1 V) _ _ Address 1886 IT1-K a1 u a; Assessor's Map/Parcel: O I�(_ Engineer's Name C.(Y e�i�. �� P'>' `1 C Ln.5meert 0 3 NEW CONSTRUCTION REPAIR x Telephone# S) `l�'? ��> jU�'`2 3- fl3 7 7 Land Use Stub 1Q famtl c�t�c�li✓t� Slopes(%) 2-(b Surface Stones Distances from: Open Water Body " - ft Possible Wet Area - ft Drinking Water Well ft Drainage Way ft Property 11ne 10 ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) See crt(i�lne�. Q�an ti'3 t CD ram: f NO . -0 w Parent material(geologic) OUkw QS�1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal Hlgh Groundwater 7 2(u 6)s DETERMINATION FOR SEASONAL HIGH!WATER TABLE Method Used: r,)M&(S PS"UQhp:rt Depth Observed standing in obs.hole: 7 12 6 ` in, Depth to Soil mottieS: - In, Depth to weeping from side of obs.hole: - !n, Groundwater Adjuatment f Index Well# Reading Date: Index Well level ,., Adj.thetor _ Adj,Groundwater Level,_ PERCOLATION TEST mate 33-b�12 Time 16 J121 Observation Hole# Time at 4" ,..... .._.. .,.....:..� U 4 q 4 Depth of Perc 3(0-5`/ .3 5/ Time at 6" Start Pre-soak Time @ 10 6y ill 10.30 AY Time(9"6") - End Pre-soak !0:/U f1H 10:31 Rrt' Rate Min:/Inch 2 Z Site Suitability Assessment: Site Passed y ES Site Failed: Additional Testing Needed(Y/N) 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:ISEPTICIPERCPORM.DOC DEEP-OBSERVATION HOLE LOG Hole# t 2- Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. to _v.%•Gravell `. Fit( A Yr3/1 12-3� 6 LS /0 ��s/� • 3� 12 6C 2..5 Y V6 DEEP OBSERVATION HOLE LOG Hole# 3`+ Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cglis' a- Fill%Gravel) 12-3b U �S j0 it s��• - 36-1z� C, NS 2,.� Y'A, ------------- DEEP OBSERVATION HOLE LOG Hole# J Depth from Soil Horizon Sol]Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i to G e DEEP OBSERVATION HOLE LOG Hole#_ il Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency y Flood Insurance Rate Map: Above 500 year,flood boundary No— Yes VI Within 500 year boundary No vl Yes ' Within too year flood boundary No. ✓ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Ye-5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on /o"27-g (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 training,expertise and exp 'ence described in�10 CMR 15.017. Signature Date 3-12-1 2, Q:\S11 TICTERCPORM.DOC V - 1• 1• ! R lY c � i ' w`1 - Q C •t a j •f .. l O ( i y Andorosne TW 204G @ And—r -TW 204 to 2-2 1 B x 4'-D'!/b z I ' I e clusdreFrcc4srns+-T I e qusdr.fu•ccG,.rns+-T 0 4sc h+ws inc+�llsd to tads _ O ..e s 4+ova inat.11ad+o a.1. p, AndsrmnoTWY0410 I 0 Andx:resnm TW 2lo4 i O 0 r.o.2'-i O I/B•x S-O'!/B' j - 0 r.o.2'-1 O 1/B•x S-O 9/B• - - I \I/ i,7v 1/ ----- ----- f4 ' -_, A AEG F Faa• p Andx:ro -rW4G-Yf 4•T'lulll4lo-Yf 4"Hull! }` 1 0 a.S'-9 1/4•x 4'-D 7/D" E• d c ra.S'-9 9/4•x 4'-D T/D• t i 3 - - 4 vcck M+ch+o bulkhc vsak hn+ah to bulkhs _ __ _ O - err•y.�.�hsrj _ _ 0 ar.ry.�.l.m.�l __ __ _ _ • I , I . I I I _ I I_ITGHeN I I�TGHGId Porch CDf i aicrasnad Porch O I -_ I I I ---------- [ -----------I Af I �1 � 1 S • 19'-O" - i 9'-O• 1 I I'-7• 9'-D 1/2" � 1 1 I'-7• 9'-D I/i• Q N A f + Q N m P r P r " N- TD C m T� C m II � 11 0 II II � HI, >T T D II II II II I I -of 4 R-o•F 4 0 ,._____- I --__ 7---A4 _ _______ _____-_____ ______ � II ' I I II II 11 II II II I I �•of II I I I I I I 1 I I �ooF II I I I I I -J II I` r-CJ` _______J - II 1L------------- F••f jr- 1 --- • I 0 II 1-------------- , r-•of r ii--- x I 0 II - ..e a .v jl 11 PN OS I I - I I � I I II II ON O I I - I I I 11 r I I I f I II / I I II I I I jl 11 11 � I I I � j� II 11 11 i I I I I I I jl II 11 I I �_ I I I I I II j1 11 I I � I I II II 11 11 I O II ' I�__________________�L_____-JI II I II II II II II I - II I _____________________J 11 I 11 ii____fl_____________J L______JJ II I I 4 II 1j I N II _____________________ 11 N II II 11 I I II I II �I 1 1 I I II I 1 UNPIhIIhHGP�TOF-AGC I I I I I UNPINIwIHCO wiTOF-AGC 1 1 I I I I II 1 r 1 I r - 1 II II I I I I I I I Il ________J1. I 1 ------ I II I 1 I II I 1 I FooF Gricks+- I I 1 I I I I I m p �J�GON�FLOL d hoof Grick� 1� I I i I m p hEGON17 FLOL I 1 II I I N� 1 I I I 11 N� -J PWR- OM• I II II P P n•o ' _� I 11 I� P P n•o o e pCpp-ooM•'� I I N T p y 0 wiy.Pt.9}orw�s wsr a i I 1 1 v q 9 0•iy.P#.q+orHs war. 11 This Flwn was dsayned In wca, I 11 � }hs In+scow+bowl�saiden#iwl I 11 I I �x This Plwn wws desynsd In wGa of Gslowof C6elow 1 11 11 I _ It_ Gdl#ion wnd#hs Mwaa.�lwss+ I . 1 }hs In+ern.+lvnwl�asidsn+isl g j �ooF j .00 B+h Gdi+ion. 9 I i �o I tl- Cdl#ion wnd+hs Mwsa.�huss+ 1 I 11 tl _ 11 g 1.00 D#'h Gdi+ldn. IL-==-=J1 c II II R ` _ _ J d N Window pro+sc#ion+o confor I 1L_-----JJ N o 901.2.1.2 Pro+sa+ion of d Window Pro+ec+ion+o aonfor II � � II d �901.2.1.2 Pro+sa#wlls� II � 0 Nsw W. I i e.iatin. 1 i , I I I I I I o•-e 1/z" 1 I'-r o•-e 1/z• � O5 smoke ve#eator�equ'v � i i wr -----------__J `- -----_----- I I'-T• 7-D 1/t" Ooimoks De#eG#or�s ' y All Mssursmsn+s Oimsnaio 0'_O All Mssur—M,f Di—ia bs si+s—rifisd by Gsnsrwl G bs si+s.rsrifisd by Gsnsrwl L y at+im.of consi ruction 5 wt tlms of construe+ion pCPFOOM•t PGp�00M•1 r pCp�00M•2 CGOFOOM•1 L2,r 1 I I I I I I I I 1 i ~ ' I :laays �V ! 1 :aleOs . l6-0l-9:alea :A8 umei M uj A c::) co .., .0 asnoy of CD la6pal 6ulloauuo0 sjaoedS IleM cc 0 Smajos)IOoljagwll £r3 i a....,' 2MLB vEe LroB Q } HIV13 � a CD N3HOIIN yOJod 'yea ue ae n 7c s;slor Ile uo sia6ue4;slot s;slor fool;I'd 8XZ a ® O � O • 7 t $ siopauuoO ase8;SOd 98d 6ul;oo;.17Z1001618 egn;ouoS»ZL e y l X„Z-A 6 � ;, �;4-;S L X;,Z-.E L s w (� ONINI4 JNIAII d O CL CD CD 0 � - o N Cl) 4;SlX lb,S aCO gal o O Y• cm (Q ;ooi 6ultioddns 7 m cn s6ulloo;apls;no uo s6ugoo;;ool618 •' 3 opeJ0 Moles m a Q egn;uoS pally alejouoO,,z t,a X;,4"s CD_ HOUOdco 4 _ ocn (D sjo;oauuoo ase8 `„° U). 98y uosdwlS I X _ ase8 ol ��_. l co s;sod Jo;OauuOO N 0 dej;S uosdwlS au 4 v CD :alep :suo{sinaa TOP OF FOUNDATION = 29.9'± INISH GRADE OVER D-BOX= 23.0'± 4"SCHEDULE 40 PVC MIN.SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 22,0' - 2,'3•3' GENERAL NOTE S PROVIDE EXTENSION RISER WITH SLOPE @ 2%MIN. CONCRETE COVER TO WITHIN 6"OF FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH ACCESS BOX TO 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE FINISH GRADE OVER INLET&OUTLET 25.0'+ RISER TO WITHIN 6"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL �- @ FOUNDATION = 27.5'± 5"DIA. OUTLET(S) WITHIN 3"OF F.G. (ONE PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS 36"MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) " 1 i DESIGN ENGINEER. 9 MIN. PROP. PVCN " 9N MIN. 9n MIN. ' PROP. 1.IN WIDE F 4 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE ROP. PVC 4 PVC TEE 36 MAX. - 36 MAX. TOP OF SAS/B.O. = 20.33 COUPLING(TYP OF 4) SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. 2"DROP MIN. 3" 9" _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL.NOT BE LESS THAN Fxis�r -�FwFr�PIPS MIN.SLOPES 1% 6" 3" 3"DROP MAX. L - 13± JOINTS(TYP.) MIN.SLOPE 1% ELEVATION=20.33' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A �* 10" 4"PVC IN FROM 1.33' q 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 26.3 (A) 14" 22.75J' SEPTIC TANK 4"PVC OUT TO (TYP1 HE M .) ,) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 25.91*(B) LEACHING FACILITY 0.90 10.75 (TYP) 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. n n I 23.00' 48 OUTLET TEE 20.17' MIN. 6 20.00, 19.90' --- 19.00' (laid flat) 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6"CRUSHED STONE 5.0' (NP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE (TYP-) 5'MIN. '' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY REQ'D 11.5 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 18.3'TO FND COMPACTED BASE 31 2' AND DESIGN ENGINEER. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON N.G.V.D. 1929 DATUM OF 23.83' ESTABLISHED ON A OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 12.50' BIODIFFUSERS END VIEW NAIL SET IN A 10"PINE TREE AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET ( ) PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) 9, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK (H-10) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-$" (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS INC,) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES &REPO TTOENGI VERIFY THIS IF ELEVATION SEPTIC TANK PROFILE Pre�astCorp., Pocasset,MA) DISTRIBUTION BOX DETAIL ARC 36HC ( 3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER. &REPORT TO ENGINEER !F DIFFERENT 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE TEST PIT DATA TEST PIT DATA 11 REGULATIONS.TOWNER/APPLICANION HAS BEEN T IS TO OBTAE AS TO IN SUCH DETLIANCE ERMINATION NAT ON FROM TH DEEDED OR ZONING v , + k APPROPRIATE AUTHORITY. PERC NO. 13563 PERC NO. 13563 INSPECTOR: Donald Desmarais, R.S. INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS MAP 18 Via. tea` ' �r LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE w EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. PARCEL 79 ,. THEY SHALL WITHSTAND H-20 LOADING. i 1 C.S.E.APPROVAL DATE: Oct. 1999 C.S.E.APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. DATE: March 6,2012 DATE: March 6,2012 ' � x,y o # ` ^►TM - �1 TEST PIT#: 1 TEST PIT#: 2 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE �► * I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 23.00' ELEV TOP= 24.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER= < 12.50' ELEV WATER= < 13.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). x PERC RATE _ <2 min./inch PERC RATE= 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. k „ ' ' DEPTH OF PERC= 36"-54" DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN: to " .: eta .' x . . TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 ASSESSOR'S MAP 18 PARCEL 76 a MAP 18 - - PARCEL 77 OWNER OF RECORD: OLIVER&ELLEN A. MARTIN LOCUS d W �.�� � ° �� �' � r �� `�`' " � �� �� � ADDRESS: 1880 J F K BLVD, SUITE 600 a MAP 18 1 e m, ��� � • 0 23.00 0 24.00 Fill Fill _ PHILADELPHIA PA 19103-7413 < _ �y�,c P e >ti'.' t'Fr,r,r,*,ds, ,y,k rx ..k*,i ; 1's ^H a' PARCEL 76 : �� 4 a " " xr r 22.50' ~< " € 6 6 23.50 21,800 S.F. , 98 w ); � ti; / ' 4 A/E Loamy Sand A/E Loamy Sand S cy O :;;�`.. `�£ " 10Yr 3/1 " 10Yr 3/1 / f 12 22.00' 12 23.00' FEMA FLOOD ZONE C C a +. S�Y' t r 3 ilk # " s ` $ � COMMUNITY PANEL# '250001 0021 D N o EXIST. CESSPOOL TO BE ,n ` .,, {, y B [.oamy Sand B Loamy Sand V� N PUMPED AND FILI ED+R1f CLEAN,' € , 1 �r r f 10Yr 5/8 10Yr 5/8 MAP 18 / ti/ I �s* 011 x - COARSE SAND &ABANDONED - ' � 1 � � �` ry �� � �` � � �' ���� 20. 21. 17. DEED REFERENCE: DEED BOOK 872, PAGE 7 a 36" 00' 36" 00' PARCEL 81 EXISTING EXIST. LEACHING PIT TO BE �ux{ ( F x k f Perc 11 := t 18. PLAN REFERENCE: P.B.63, PG.65 ys 34' PUMPED AND FILLED w/CLEAN, .rt 54 18.50 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. GARAGE ,may COARSE SAND &ABANDONED PROPOSED 1.2'WIDE H-20 / � . •,• �;.w.. u� . u ;; w, , �n 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE._T I LIN TYP F 4 �O 11 THIS PLAN IS TO BE USED ONLY COUPLING ( O ) x�x FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Medium Sand Medium Sand C C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROP. INSPECTION ® ��` � .,_ a 2.5Y 6/6 2.5Y 6/6 ti� 0�,�� ,. � �. k�t t `. . (loose) (loose) PORT w/ACCESS BOX/ / CP ORjVF /�O TO GRADE(TYP OF 2) / / PROP. C/O TO GRADE / LOCUS PLAN_ PROP. TOTAL 24 ARC 36HC / G� LP A -III. SCALE: 1"= 1000' 126" 12.50' 126" ' (#3616BD) H-20 BIODIFFUSERS TP 1 � 13.50 IN A FIELD CONFIGURATION 23x0 24x0' 2 �(4 TP No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed "� TEST PIT DATA TEST PIT DATA LEGEND f4( ?� �, ISTI DESIGN DATA CO ' TP 3, BH �� � EXISTING cq o / MAP 18 ' N 23x0 24x0' v�I�� 3-BEDROOM s o PERC NO. 13563 PERC NO. 13563 50xO EXISTING SPOT GRADE PARCEL 82 ' ' B ,1� DWELLING cAs ° INSPECTOR: Donald Desmarais, R.S. INSPECTOR: Donald Desmarais, R.S. _ O TOF=29.9'± N f , v� A, �� EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. - 50 - - EXISTING CONTOUR 4 NUMBER OF BEDROOMS(DESIGN) 4 Qo �� S�� C.S.E.APPROVAL DATE: Oct. 1999 C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE wq< ,� DESIGN FLOW 110 GAUDAY/BEDROOM DATE: March 6,2012 DATE: March 6,2012 MAP 18 /?5 ©p, \ cfl w k / CO OJ? TOTAL DESIGN FLOW 440 GAL/DAY -�j 5_0��•- PROPOSED CONTOUR PARCEL 75 N G TEST PIT#: 3 TEST PIT#: 4 DESIGN FLOW X 200 % = 880 GAUDAY ❑/H/W EXISTING OVERHEAD UTILITIES PROPOSED DISTRIBUTION BOX ` ��'`'�� <v ELEV TOP= 23.00' ELEV TOP= 24.00' \ SRO USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER= < 12.50' ELEV WATER < 13.50' W W EXISTING WATER LINE Benchmark \ ���. �� Nail in 10"Pine oo �•/ �` PERC RATE _ <2 min./inch PERC RATE= GAS EXISTING GAS LINE ElevN.G. .N.G.V.D. 192 1\oti, INSTALL 24 - ARC 36HC #3616BD BIODIFFUSERS H-20 " " N.G.V.D. 1929 ' y, � DEPTH OF PERC= 36 -54 DEPTH OF PERC= f TEST PIT LOCATION EXIST. LEACHING PIT PROP. 1,500 GAL. SEPTIC TANK (approx. loc. only)TO BE TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 PUMPED AND REMOVED Al SYSTEM CAPACITY O O O PROPOSED 1,500 GALLON SEPTIC TANK PUMPEOFFSITD IN ACCORDANCE /w`� (TOTAL L.F.OF BIOS&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD WITH 310 CMR 15.500 / /�<v� (124.8')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 443.3 GAL. LEACHING/DAY on 23.00' 0" 24.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE SWING-TIES SCALE: 1"=20' Q Fill Fill 0 PROPOSED DISTRIBUTION BOX DESCRIPTION HCA HC-2 - 6" 22.50' 6" 23.50' O TOTALS: A/E Loamy Sand A/E Loamy Sand SEPTIC COVER IN (1) 43.1' 20.4' q0� TOTAL NUMBER OF BIODIFFUSERS: 24 12" 10Yr 3/1 22 00' 12" 10Yr 3/1 23.00' PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) w TOTAL NUMBER OF COUPLINGS: 4 B Loamy Sand B Loamy Sand SEPTIC COVER OUT(2) 49.5' 27.8' TOTAL LEACHING AREA: 599.0 10Yr 5/8 10Yr 5/8 0 PROPOSED ARC 36HC 1.2'WtDE H-20 COUPLING(H-20) TOTAL LEACHING CAPACITY: 443.3 BIODIFFUSER CORNER(3) 55.8' 35.4' 38" .:. 20.00' 36" 21.00' BIODIFFUSER CORNER(4) 65.6' 46.5' Perc REV. DATE BY APP'D. DESCRIPTION NOTE: 54° 18.50' PROPOSED SEPTIC SYSTEM UPGRADE BIODIFFUSER CORNER(5) 57.4' 49.7' NOTES: EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER PREPARED FOR: BIODIFFUSER CORNER(6) 45.9 39.5 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE "MODIFIED CERTIFICATION FOR GENERAL USE"ISSUED TO ADVANCED CAPEWIDE ENTERPRISES OF EACH SEPTIC SYSTEM COMPONENT. DRAINAGE SYSTEMS, Medium Sand Medium Sand (5 INC. ON OCTOBER 3 2003(LAST MODIFIED C 2.5Y 6/6 C 2.5Y 6/6 JANUARY 11,2011). TRANSMITTAL NUMBER=W000052. (loose) (loose) 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF LOCATED AT 6) THE PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH HCA TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL 1267 MAIN `STREET N BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. COTUIT, MA ti SCALE: 1 INCH = 20 FT. DATE: MARCH 12, 2012 #1267 126" 12.50' 126" 13.50' o 10 20 ao so Fer=r EXISTING No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed P OF MASSq0h 33 8' BH 3-BEDROOM ��� �sF PREPARED BY: 18HC- DWELLING RESERVED FOR BOARD OF HEALTH USE s JONN1 1R. JC ENGINEERING INC. (4 (3 O U� OH11RC VIAL (2 (1 Ort No a�$p7 2854 CRANBERRY HIGHWAY A�oF S EAST WAREHAM, MA 02538 SITE PLAN L. :�k S1 508.273.0377 SCALE: 1"=20' 3 '�j Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2166 I