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HomeMy WebLinkAbout0031 SCREECHAM WAY - Health 31 Scre-echam Way Cotuit A = 022 -- 129 I� Mod I Fee l � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes f 2pplication for 3h9po5ar bps;tem Congtruction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 Owner's Name,Address,and Tel.(Nko. tS�JJ , +.,439 wt e S Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Iu_CQJ/J. cross 417}s7 O Type of Building: Dwelling No.of Bedrooms Lot Size lk`�- y K r sq.ft. Garbage Grinder ( ) Other Type of Building !/T No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3,> gpd Design flow provided' 3 3 / j gpd Plan Date D�� ,) Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construc ' and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E ronme ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board. lth. Signed Date d Application Approved by C, Date Application Disapproved by: Date for the following reasons Permit No. X 0 to v o 5 (0 Date Issued aUf � G�6 _� �. ",. /1 Fee ( " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ; Yes J , PUBLIC HEALTH DIVISION - TOWN `OF BARNSTABLE, MASSACHUSETTS y � f 4 Rpplication for Migpoga,,f pgtem Construction Permit + Application for a Permit to Construct O Repair(rj Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. 3 5 G(t e c�,q., W J9`"1 Owner's Name,Address,and Tel.No. v,t Assessor's Map/Parcel _ "4V Installer's Name,Address,and Tel No. Designer's Name,Address and Tel+No' lc.caJn_ Co/tST(ic+i�_ C�/Lf� c�v%.&,^tc.�;n) ,,, f� j �L� tr iMt.HTc� 1 try=9 i' C.1 o5 S F V� ,/1 y 5c�� ✓,�4 c/ 7} Type of Building: Dwelling No.of Bedrooms Lot Size l tc- -i.r e e sq.ft. Garbage Grinder ( ) Other Type of Building 5, ,�� No.of Persons .'� Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3 3 J gpd Design flow provided , $ gpd Plan Date. D 4! 1 J Number of sheets '5 Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil -$ <' /or lfk r4l C Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constru�o'n and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the, ronmerktal"Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed fi/ n Date Application Approved by Date — L/ ---r— Application Disapproved by: U Date for the following reasons ; Permit-No. X D 10 — 0 51 r' Date Issued ` -t/"/o 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 fggM-A)t 14 d at-- has been constructed in accordance with the provisions of Title 5 and the for Disposal System fstruction Permit No. a 010- 656 dated 3 `f C? Installer !. ?t/I IQCOXA4 Designer MCI .Q #bedrooms S 41 Approved design flow 3 3! gpd The issuance of this permit shall not be construed as a guarantee that the system-Cvill f n^c ion as designed. Date ;�j l/ Inspec " s ... lrfi !l No. o-Ul 0 Fee V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 301igpogaC *pgtem Construction Permit Permission is hereby granted to V ruct ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 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. Provided: Construction must be completed within three years of the date of this permit. �j / ,l �� Date "` I —C V Approved by ` ( tl"'� r Town of Barnstable dime Regulatory Services Sl, Thomas F. Geiler,Director t > A11M Public Health Division 5 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508462-44644 Fax: 508-790-6304 Date: 6 U Sewage Permit# dO�'� Assessor's Map/Parcel ZZ, `ZR 1 Installer&Designer Certification Form Designer: v����n-2e rn-�Sc�9�rYt�,i , k C • Installer: cuIIk Address: )Z W Cm 4 z`2,` A 01 � Address:Q 4 On Jg l � —. was issued a permit to install a (date) (installer) septic system at, 5c� (- ""based on a design drawn by (address) M C-S. ,t�e�e T� dated (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 septKsatiils tem) but in accordance with State&Local Regulations. Plan revision or certified a by designer to follow. Stripout(if required) was inspected and the soils were f f ctory. ' TER G� ( PE T. Installer's Signature) o McENTEE U civic N -0 9 No.35109 a Q .QO FQ/ (Designer's Signature) (Affix De re) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUNT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice foimsWesignercertification form.doc 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 01 $ APB S Legal boundaries denoted 310 CMR 1 5.220 4 a Street, Lot, tax parcel number and'lot number noted on plan [310 � CUR 15.220(4)(u) Locus Provided L310 CMR 15.2204 t Plan proper-scale? (1'=40'for plot plans, 1"= 20' or fewer for. components) 310 CMR 15;220 4 Easements shown 13.10 CMR 15.220 4 System located totally on lot served [310 CMR 15.405(1)(a)for upgrades -if no$, a var lance is re fired 310 CMR 15.412(4)] ous surfaces (driveways, parking areas etc.) Location of i � Y Loca mpervi 310 CMR 15.220(4)(0] Location all buildings emoting and proposed 31.0 CMR f 15.220L4)(0)] -: Location and dVonaions of system components and reserve areas., " 310 CMR 15.22 4 .e Mom Cskuiations 310 CMR 15.220(4)(01. daft flow 'c tank mpAm cued and ovided $ail and EVLdedl whether system designed forgAage grinder 7 North arrow 310 CMR 13.220 4 ,EjdgftandffTosed contours 310 CMR 15.220 4 ✓ Location and log of deep observation holes(existing grade el. on each test) [310 Old 15.220.4 Names of soil evaluator and BOH representative[310 CMR 15,220 4 and i Location and dale of percolation tests (performed at proper. elevation? 310 CMR 15.220 Percolation test results match lo!ft rate? 31,0 CNa 15,242 Certification statement bj Soil Evaluator 310 CMR 15,22 4 ' Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR Addms r 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 02 N/A c LocWon bf every water supply, public and privates (310 � • 15.E .4 • ✓' iviffin 400.;€ed of the proposed-systcm-loostioo•:in the.case of Rio .and v 4gd ; 0�t of the o ost± M the case r•',t of. the Proposed systfm location * the case Of firWeRs LL=b waters and wetlands located up to 100 ft, a er silbmlr&oe lifltities.:loaded VOW lute Gross,s0e 316` j3:2:1 ',� --invert'elewati0i�s,.Qf:eh.tqr ' Q�the:3A .. , 0 319 CMR 15.220(1... -6i 1 g•22Q mod'Surveyor(required if construction Test lea 4' d a(ttvo in each of fM ice . . . e F u ~ss` a aspo te�l'i�t: l310 C 1��..1 oil ea` a s att under LUA at 3`10° I `olar io demoft&ate.four fbet of suitabFle.mattaW? TW ._ to confirm.adequate gtmAdwater lgwatlon? r 10.CA i3.1 . ';3 aoted.ivwious secti s'of 3-1 - .. V. N 316 deep (unle"Local a Y - .. A Nii Sham 2 of 9 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 03 N/A MO Size OK? 310 CMR 15.223 1 Inlet tee located ten inches below flow line 310 CMR 15.227 6 Outlet tee Aft or 14" + 5" per foot for increase ft depth [310P CUR 15.227(0)1. Outlet tee with gas baffle or apMved filter 310 CM915.227 4 on on'stele compoeted base[310 CMRNote regarding i11s� ,•� ' 15228 1 - • : ' depth) Separadion between inlet and.outlet tees (no leas than licud 310 CMR 15.227 2 Inlet/Outlet Wryifions at least 12" above high (except as descriped 3 TO'CMR 15,227(5))or permitted for , u es under UA 310 CM1t 1 5,405 1 co�ar ".(Tanb.buried.more•then'9" Mg have ri�ers nimUm on all openings and on the d-box) [310 CNIR 15.2228(1) and 310 CMR 15.23 3 'free access corn (wiet and outlet=.W 60 20" or greater) middle aaom at least 8" 7107 310 CMR 15,2Z Z Access to within'6" of graek -one port for system9<000gpd, �6 ,� .. All at- �`�iers saured to unelitfiorized�access.?••[ CMR > 10T.$am on 310 15,211 . Buoyancy sulation lK uhvd/Done 3 IO'CMX`l5.221.$ H40 Where 'ate? 310 CMR 15.226(3)] v S ourccs 1310 CMR 15.211 Required when gther than single-family dwelling Pr flow>1000 d 310 CMR 15.223 1 ' First compartment 200% daily flow, Second compartment 100% J dap flow 310 CMR.15..22 2. .and 3 . "UA.pipe or over baffle, outlet of each campertment with gg baffle or approved filter 310 CMR 15.224 4 . ' - is A• '•�•{�Y'? •!s, / - . .. ter:'+ .•',Y,, • Mks i1:�.` , • 3 of 9 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 04 N/A OK NO Located at bast ten feat.from MY grater line? [31.0 CUR' / 15;222 D�pceel ' silt least 18" below water line(w water and, coo sevvet'cfo aea 3,10 t'>wlit 15.211 1 ,� CI7Sfi�' . prided ? 3lfl�iv1�:15..2 � ? 11l Clot -5.22T b c Throat blo +.in#ooroe mains ISbpgI6fImM,Hft trat lees than 0.01 (1/8"/8) 0.02 preferable OCMft115. M 6 Prop piMh`ojr all runs? (.0o5 within gravirty-dietnbuted trenches LO/ and beds) [310 CW 15.251 9 and 310 CM. 15.252 2 c RAP eacd below MM cbaifiber ed? Sipe and of discharge,voles.BP---,-?.(ziat than 3/8" not larger than 5/8") [310 CMR 15.2S 1(8) and 310 CMR 15.252 2 - INfiterialsspmcxS�B (31:0 CMR 15.251(5) spec' various pipe tvVd'&6"d) Stable compacted base (310 CMR 15.221(2) and 310 CMR 15.232 2 a Splubr plete•or biome teo required on inlet/prodded? (avhcn pfassurs sower to d-box or,steep pitch of gravity sewer)[310 CMR 15,323 3 •a 15:2320 . Irt�fd ' n 3.10 CMX 1513. 2 maimum mm 611 310 CMR15.232 3 e Watertight cover if<2000gpd); waterproof manhole if>2000gpd 3.10 CMR 15.232(3)(d)] above it dempWW-fl-L3ru Pro eft= . .310 . � 15,211 same as �o t�t1k8 Wi tertight:20.ia mWm.ar'.oese nw hole at least 20"MI JST BE �'0. 310.Cl'NR l 5.231. 5 $enijce:G acce`ume(not too deep with p , -8larrtf,oa circuit a from ee}fled't &cceodi t wo ud"mush have two pumps opezatmg in loud-lag and. 8 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 06 N/A OX "C '"" ► corrs�cct? 4 fbet of n8ttu811�occurring material demonstrated? [310 CMR 15. 1 aration to oundwater7 310 CMR 15.212 as double washed 310 CM 15.247 2 ' System venting prwMed?{system-under<systan-under driveway-or >36 310 CMR 15.241- bawdon ports Vedded and witWn 3 &W VU67 [Mo. CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) 1310 CM3L 15:211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet • / every20 ft. 310 CMR 15.25 3 6 �/ Each structure With one inspection manhole(if>2000 gpd must be to ade) [310 CMR 15.253 2 ate 1'minimum- 4' maxilnum. 310 CMR 15,253 1 2' sidewall credit maximum f 310 CMR 15.253 1 a In bed confi -ation, inlet every 40 sq. ft. 310 CMR 15.253 6 Width 2 minimum 3' maximum 310 CMR 15.251 1 100 feet -maximum len h 310 CNtR 15.251 1 a' Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches . 310 CMR 251 1 d ` Situated alo ntours 3 I o CMR 15.251 2 Jeakout OK? 10 CMR 15.211(j)[41and Guidance Document �n ` .;2A 4ution es 310 CMR 15,252 2 a :jar,. ... between lines 6' 310 CMRI5.252 2 . d h wper4fion between lines and outside of bed°4'.[310 C.40 S:Um belowisclne pipes 6"minims, 12" :11?OW 15..252. 2 o'• 310 CMR 15..25 2 _ ,cJations ool 310 C�irlR.15.25 i .6,of 9 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 07 pftsmre Dosed System ? Provided pump and piping calculations as required 310 CMR 15,220 4 r ' Pressure dodng(' on all systems>2000gpd or alte mative e9� systems under remedial approval (310 CMR 15.254(2)and UA Remedial Vie impm4g If used in Wrm2pse sys;en-make sm Jet.is& mded as not to scour soil tw. Q wance Document Imspecdoas owi per you("ems 2000 8Pd)or WwMiY (noo2geD r2d to note on plap 310 CMR 15.25 2 Cvw&xcam iHfig -Did the plan specify that the fill shell meet the spedficgtion of-3-10 CMR 15.25 5 3 'ow. and/or wall T ©uidaace Dowmont irwAation must be'suporvised by desipff 310 CMR 15.255 2 Retaining wall must be designed by Registered Professional eer 310 gM 15.25 5 2 a Side dope riot exceed 3.1 ? 310 CMR 15.255(211 Breakout requir�e meV [310 CMR 15.252(2)and Wdance Doamtent At least 5 ft. flan impervious barfier to edge of SAS (101ft. 10 Gehl 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing,do not allow pressure discharge 4 to scour sad h4crE oe Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? ` s Is the a technology being properly applied and does it meet 60 DEP Conditions? Is them a dote on the plan regarding the regwr=W for msi�aaance T Warm involved on arete circuits Did the app&cant submit an,operation and meurtenwwe T anbwAtred a covy of a Are the variances listed on the plan ? [310 CMR 15.220 4 S &W unary on-plan if a conmonant is with five feet of 310 CMR 15.41 4 03/04/2010 16:53 5084775313 ENGINEERING WORKS PAGE 09 N/A N ' Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CUR 15.2145 3 i 0 CMR 15.215 and 310 CUR 15.210- also refer to Policy regarding up9ldw of such d. exi Is the symn proposed on the same lot as servcd by pm►ate wcn ? 310 CM 15:21 Z . Are the'ninoW loads proposed in compliance? [310 CN1R !� 15.2,1 1 Pumping to septic tank ? r 310 CMR 15.229 Shared System 1-0 CMR 15.290 4 r, Addrps sbod.9�cf 9. Yf f Ot y °* N CB/dh z O 9 - - - - - SEE SHE_E�T. S sj. 20 SCALE O ., 3 LOCUS 06 O�111 0 to \ ,.f ILO MAP 00 \ NOT SCALE LO PEASTONE_ I DRIVEWAY Z d \ DECK IEXIS7ING HOUSE (#31) T.o.F=1o2.»t LOT 12 I: APN 22-129 DRIVEWAY 55,348 S.F.f �10 OF Mgss9 o PETER T. McENTEE - - - - - - - - - - - - I` 3" CIVIL 170.81-- - o. 35109 S 23'31'28" W 4•08. �F GISTFR``� edge of pavement 97 72' / ES EN a' Gj SCREECHAM WA Y _ `� 0 GENERAL NOTES: CB/dh o whryo OWNER OF RECORD 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MAHER, SHARON, TRS 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 2�. _ ` SHARON MAHER TRUST BOARD OF HEALTH AND THE DESIGN ENGINEER. 8. THERE 4RE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. L=39• p`.` 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 31 SCREECHAM WAY OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �2g.� COTUIT, MA 02635 LOCAL RULES AND REGULATIONS. DIRECTED BY THE APPROVING AUTHORITIES. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKF(LLED PRIOR 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROPOSED SEPTIC SYSTEM UPGRADE PLAN TO INSPECTION AND APPROVAL BY THE BOARD,OF HEALTH AND THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DESIGN ENGINEER. CONSTRUCTION. h 31 I SCREECHAM WAY, COTUIT, MA 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE Al_,_- UNSUITABLE SOILS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN IN THE AREA BENEATH AND FOR 5',ON ALL_SIDES OF THE S.A.S. AND Prepared for: Bevilacqua Construction, P.O. Box 628, Forestdale, MA 02644 ENGINEER BEFORE CONSTRUCTION CONTINUES. REPLACE WITH CLEAN SAND•AS SPECIFIED- IN 310 CMR 255(3). i Engineering by: SCALE DRAWN JOB. NO. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Engineering WOYT�S Inc. 1"=40' P.T.M. 113-10 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSESI ONLY AND 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 2/24/10 P.T.M. 1 Of 3 I + 100.13 +10. h EXISTING LEACH PIT LEGEND +'100.41 TO BE PUMPED, FILLED W/ —— 98 —— EXISTING CONTOUR Clip 0 ` SAND & ABANDONED •• . . • • , , ,�`+ S sj. x 100.98 EXISTING SPOT GRADE Gee 104+ 10108\ 3 r EXISTING SEPTIC TANK U UNDERGROUND WIRES 'off 0� 2> TOP OF TANK, EL.=99.62E eaAe INV.(OUT)=98.29t N/ EXISTING WATER SERVICE \ TEST PIT •'100 2 OC3 �`� Benchmark Set $ BENCHMARK 2_� �� Outside Corner/Bulkhead EL.=102. 17 (Assumed) 64 �. 100,44 O + 10¢ 65 1 100.11 •"a`.! (��)' 01.36 I 0 0 TP—Q � W ,N' 101.00 ,p ti,•. 0 -"ii?) 0 PDKE iQ q 100,60 it OpFRTr �— TP.1 fences cinlink \ I 66 I m • . �) 99.87 + 9.9- O• \ 01.38 o PETER T. McENTEE in ( ril:05 I�� o• CIVIL ' ' � o'. 35E10N�6904 10 93 43 O ISZ 00.62 101.52 PEASTONE z - M 2 DRI VEWA%11 ��\ + 101.72 :) ZISAND GARDEN-7 \\ I \ GARAGE i (b it DECK OAC 101.55 I +�100,66`� �\ 10037 �\ :• S Z 100,62 ---_� 100;82 : \ + 101.21 SEX/STING 100.88 w 99,72 \ HOUSE (#31) a T.O.F.=102.17E o9'. . � W rn �� �� 100,79 1\C' \� o_ 99.18 + 100.87 100,63 LOT 12 3 100,65 APN 22-129 '��9 • '� + 99,45 \ 55,348 S.F.f / + 100.81 + 100,40 pRIVEvVAY J 100.04 �s,—�, S�o�E 100,50 PROPOSED SEPTIC SYSTEM UPGRADE PLAN �J PEP LAMP 0 31 SCREECHAM WAY, COTUIT, MA �100.00 / I ' Prepared for: Bevilacquo Construction, P.O. Box 628, Forestdale, MA 02644 10%35 SCALE DRAWN JOB. NO. °. + 100,47 i 1 100,08 Engineering by: Engineering Works, Inc. 1"=20' P.T.M. 113-10 + 99,5 i� ; �� 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. /�° / \� ! �` �101.23 (508) 477-5313 2/24/10 P.T.M. 2 .of 3, J , . I • • NOTE:. TO 'PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.5 FOR, A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. I,. (3) 5" DIA.OUTLETS _SEPTIC TANK .PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 16" T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS—� --��2 • EXISTING F.G. EL: 100.5f(MAX.) "" F.G. EL.=100.6t � F.G. EL: 100.5t •� '• U- � Ir iT 12" 15.5"L = 28' L = 4, 6" ® S=1% (MIN.) ® S=1% (MIN.) 2LAYER OF 1/8" TO ,/2" 4"SCH40 PVC 4"SCH40 PVC s" DOUBLE WASHED STONE ��"I 6 aaaSaaB (OR APPROVED FILTER FABRIC •• 14" aa0aa as 2 EXISTING 48" LIQUID aaaaaaa -3/4" TO ,-1/2" DOUBLE H-1 O LOADING LEVEL INV.INV =97. 4' 5.2' � 4' WASHED STONE D�BO^ GAS BAFFLE INV.=97.97 INV.=97.80 x PROPOSED D-BOX EFFECTIVE WIDTH INV.=97.00 N.T.S. EXISTING SEPTIC TANK 2-_500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED'' TOP CONC. ELEV.=97.8 Al BREAKOUT ELEV.=97.50 INV. ELEV.=97.00— aBaa NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO eases as®aa GRADE ON A MECHANICALLY COMPACTED SIX ease eases I- ®®®®®® ® ® ®® ® 33" INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=95.00 � w ®®Ea Ell 310 CMR 15.221(2). 3' 2 X 8.5'=17.0' 3' cV Z ®�®®®® ® ® ® 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0' — Ea EO 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. NO GROUNDWATER, EL.=89.9 = 1 02". SHALL BE 36". " SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT . Golf LOG 20" DIA. COVER BACK of Hou E SOIL L V 4" KNOCKOUT / 4" KNOCKOUT 62" DESIGN CRITERIA DATE: FEBRUARY 22, 2010 (REF#12,841) SOIL EVALUATOR: PETER McENTEE (SE#1542) NUMBER OF BEDROOMS: 3 BEDROOMS DECK WITNESS: DAVID STANTON R.S. GARAGE HEALTH AGENT 4" KNOCKOUT SOIL TEXTURAL CLASS: CLASS I ELEV. TP—1 DEPTH ELEV. TIP DEPTH P J 1 DESIGN PERCOLATION RATE: <2 MIN/IN 100.5 A 0" 100.4 A o" DAILY FLOW: 330 G.P.D. ;� SANDY LOAM SANDY LOAM DESIGN FLOW: 330 G.P.D. 3 `V 100.0 10YR 4/2 6„ 99.9 10YR 4/2 61, GARBAGE GRINDER: NO A. B r B 500 GALLON CAPACITY, H-10 LOADING N ;r SANDY LOAM SANDY LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 97.0 10YR 5/4 42„ 97.4 10YR 5/4 36„ CHAMBERS LEACHING AREA REQUIRED: (330) = 445.9 S.F. o. C PERC C 7 N.T.S. 4 54" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES N �W 2.5Y 6/4 2.5Y 6/4 31 SCREECHAM WAY, COTUIT, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. ; y BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. 1-i32_-i Prepared for: Bevilacqua Construction, P.O. Box 628, Forestdale, MA 02644 TOTAL AREA:..............................................................448.4 S.F. 90.0 126" 89.9 126" Engineering by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works, Inc. NTS P.T.M. 113-10 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. S.A.S. LAYOUT (508) 477-5313 2/24/10 P.T.M. 3 Of 3 } a a _ o N CB/dh i Z A a 9 SEE SHEET 2" ! S 20 SCALE s)3\ � . 0 r a LOCUS OIPG a o a 0 �Dc o� eke l mf R a I N � ,\ LOCUS MAP 00 N r NOT TO SCALE Zp LO PEASTONE I (0 DRIVEWAY Z \ 4 I ,\ r DECK „t EXISTING HOUSE (#31) T.o.F=l .nf LOT 12 APN 22-129 I DRIVEWAY 55,348 S.F.f E P�P'100 I o PETER T. McENTEE f 170.81` — _ — � o CIVIL l- !. 35109 S 23'31'28" W 234.08, G`(.� �F fGfSTF�`�� V edge of pavement �97 72' SCREECHAM WA Y GENERAL NOTES: � � ti°`' ,ate OWNER OF RECORD 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. CB/dh �ry /`� MAHER, MAHER , TRS 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 'I' _ SHARON MAHER TRUST BOARD OF HEALTH AND THE DESIGN ENGINEER. 8. THERE 9RE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. L_39.2 p`` 31 SCREECHAM WAY 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9. ALL AREAS CLEARED FOR,CONSTRUCTION SHALL BE RESTORED AS, Op COTUIT, MA 02635 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �•25• LOCAL RULES AND REGULATIONS. DIRECTED BY THE APPROVING AUTHORITIES. E{ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR TO VERIFY TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PROPOSED SEPTIC SYSTEM UPGRADE PLAN } DESIGN ENGINEER. CONSTRUCTION. F. 31 SCREECHAM WAY, COTUIT, MA 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL-UNSUITABLE SOILS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN IN THE AREA BENEATH AND FOR 5' ON ALL;SIDES OF THE S.A.S. AND Prepared for: Bevilacqua Construction, P.O. Box 628, Forestdale, MA 02644 ENGINEER BEFORE CONSTRUCTION CONTINUES. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). � Engineering b SCALE DRAWN JOB. NO. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 9 9 y 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. Engineering Works, Inc. 1 =40' P.T.M. 113-10 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 2/24 10 (508) 477-5313 P.T.M. 1 Of 3 r S - LEGEND + 100,13 + •1.0 �� EXISTING LEACH PIT EXISTING CONTOUR �- 100.41 TO BE PUMPED, FILLED W/ — 98 SAND & ABANDONED x 100.98 EXISTING SPOT GRADE ��e + lOLO8-� `32' EXISTING SEPTIC TANK U UNDERGROUND WIRES 0� � 2j 0a'' TOP OF TANK, EL.=99.62t ok Ae ^� \ . 83s, 6L INV.(OUT)=98.29t W EXISTING WATER SERVICE a \� TEST PIT `10 0.1 2 0 �✓ . a`� � Ben chm ark Set 0. BENCHMARK- Outside Corner/Bulkhead 1--13'2-:�.� \ EL.=102.17 (Assumed) 64 100.441100.11 1100.11 + 10 65 ` 01;36 + O:► :.., O � �:•.�. O PDKE O •'•.• _ 100,60 3 F i°• fence C� ! � he Qinlink \ �, 66 �... ... + 6 i 9 OIPG OFCD Mqs S I P Q s9� 99.87 99,99 O• 3 / 01.38 o PETER T. 1.05 �o o McENTEE N ,M ( �� o. CIVIL �' �� '� No. 35109 04 � I �i' 7 1 O'L�.93 %pr%. �p ZQ �g . o� FGISZER N i ���/ 43 �� 00,62 , 01 02 101,52 PEAS TONE ;/ �`� SSA z _ o �,I_SAND TUMDRIVEWAY% + 101.72 GARDEN-7 i \ GARAGE , it DECK AC 101.55 +100,S\ �\ 100.97 \` S )� Z � 100.62 ___-- 100,82 \\ + 101.21 \�� 2s g`s�st•• o + + 1EXISTING '`�1 100.88 w 99.72 \ HOUSE (#31) Y ox T.O.F.=102.17E o9. ' 100.79 w m � �� a 99,18 \�\ + 100.87 100;63. LOT 12 100,65 APN 22-129 + 99,45 � 55,348 S.F.t ��, • / + 100,81 + 100.40 JJ DRIVEWAY \l 100.04 �5�,, �PS�°�\E + 0.0 100,50 PROPOSED SEPTIC SYSTEM UPGRADE PLAN �J P LAMP �� ��,\ 31 SCREECHAM WAY, COTUIT, MA '� 100.00 �� y i ` / Construction, P.O. Box dale MA 02644 _ � Prepared for: Bevilac ua C s 628, Forest dale,\ q v i i P + 100,47 �' 1� 10 35 100.08 Engineering by: SCALE DRAWN JOB. NO. J 1 =20� P.T.M. 113-10 .Engineering Works, Inc. + 99.5 i� o �� �\ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. \`� `101.23 (508) 477-5313 2/24/10 P.T.M. 2 Of 3 rL ' ti'a NOTE: 'TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S..; (3) 5" DIA.OUTLETS SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. 11 INSTALL RISERS & COVERS OVER INLET & INSTALL` RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 15 5" �E 16" —I�2" T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT EXISTING F.G. EL: 100.5f(MAX.) � F.G. EL=100.6f � F.G. EL: 100.5f U 12''15.5" 8,� L = 28' L = 4' 6 ® S=1% (MIN.) ® S=1% (MIN.) ( 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC 4"SCH40 PVC jo 6» DOUBLE WASHED STONE LL1to"I g• - BaaSaaa (OR APPROVED FILTER a_URIC 2„ .� 14" - - 6aaa6aa - - EXISTING aa" UQUID 6966ama -3/4" To 1-1/2" DOUBLE H-10 LOADING LEVEL INVINV$97 97 INV.=97.80 "EFFEC 5.2' 4' WASHED STONE D—BOXGAS BAFFLE PROPOSED D-BOX TIVE WIDTH =? 13.2' J� jq INV.=97.00 I N.T.S. EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONEt AS SHOWN H-10 RATED` TOP CONC. ELEV.=97.8 BREAKOUT ELEV.=97.50 INV. ELEV.=97.00 sae® ®®®® ® ® ®® Ell NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO aaaaa eases ®®®®®® ® ®®® ® 33 GRADE ON A MECHANICALLY COMPACTED SIX ammm mamas " INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=95.00 2 w ® 310 CMR 15.221(2). 3' 2 X 8.5'=17.0' 3' 2) INSTALL INLET & OUTLET TEES AS REQUIRED. cV z ®�� 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0' 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. NO GROUNDWATER, EL.=89.9 = 102" �• SHALL BE 36". - - SEPTIC SYSTEM PROFILE ttt N.T.S. S 4" KNOCKOUT - - SOIL LOG 20" DIA. COVER BACK OF HOUSE 4" KNOCKOUT / 4" KNOCKOUT 62" DESIGN CRITERIA DATE: FEBRUARY 22, 2010 (REF#12,841) SOIL EVALUATOR: PETER McENTEE (SE#1542) DECK WITNESS: DAVID STANTON R.S. NUMBER OF BEDROOMS: 3 BEDROOMS GARAGE I HEALTH AGENT 4" KNOCKOUT SOIL TEXTURAL CLASS: CLASS I ELEV. TF— 1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 100.5 A 0 100.4 A 0" DAILY FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM DESIGN FLOW: 330 G.P.D. h 100.0 10YR 4/2 6" 99.9 10YR 4/2 6„ GARBAGE GRINDER: NO B t B 500 GALLON CAPACITY, H-10 LOADING i� SANDY LOAM SANDY LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 97 0 10YR 5/4 42" 97 4 10YR 5/4 36,, CHAMBERS J 6' LEACHING AREA REQUIRED: (330) = 445.9 S.F. °' C PERC C N.T.S. .74 54„ USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES I N Iw 2;5Y 6/4 2.5Y 6/4 31 SCREECHAM WAY, COTUIT, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. r ua Construction, P.O. Box 628, Forestdale, MA 02644 Prepared for: Bevilac BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. i--i3-Z-� P q SCALE JOB. NO. 448.4 S.F. 1 89.9 128" Engineering by: LE DRAWN TOTALAREA:.............................................................. 90.0 26 En Engineering Works, Inc. NTs P.T.M. 113-10 PERC RATE <2 MIN/IN. {"C" HORIZON} g, 9 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. 0 GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. S.A.S. LAYOUT (508) 477-5313 2/24/10 P.T.M. 3 of 3