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HomeMy WebLinkAbout0053 MAIN STREET (COTUIT) - Health 53 MAIN STREET Cotuit A = 009 - 015 Town o BarnatbQ r# 7 3 rt Department of ReguI torySer�iees g Publk Health D>< slon Hate i +hsa` 200-Mam Street,Hyannis MA 02601 Date S.cheduled �c.try j -20 j-Z Time La Fee Soil Suitability Assessment for Sewage Ps�©sal. Witnessed By,�D"' LOCATION&:=GENERAL INFORINIATION ' LoeaUon Address �� S Owner's 'L�+-'j A- Address Assessor's Map/Parcel: q —B t S Engineer's Name,,4( c-Z-.' NEW CONSTRUCT(I'O�N REPAIR Telephone# 62CF— 7 3 7 7 6 . Iand Use_ Yee Slopes(3a). e"J' 16 Surface Stones Distances from:, Open Water Body. 73A ft Possible Wet Area /VGs�. ft Drinking Water 1Vell,� y ft Drainage Way 7 3o ft Property Line. (Q((l t1' ft .Other ft SKETCH '(Streetname,dimensions of lot,exact iocations of test holes&pere tests,locate wetlands?n proximity to holes)Ij '' Parent material(geologic) J s Depth to Sedrocit. 1.r ,�/f Depth to Oroundwater. Standing Water in Hole:_ 13 Weeping from RIFF= !C 1 Estimated Seasonal.High Groundwater 1 3 DETERAHNATION FOR-.SEASONAL HIGH WATER TABS E Method Used:. Depth Observed standing in obs.hole: in. Depth to soilanott16: ?` In Depth to weeping from side of obs.hole: in, Ornundwatec AdJuetment }t. . / Index.Will.# Reading Date: Index Well level., �.... Adj,faetor-.,.a,;� AdJi'droufldwaterlevel,,,q / L� PERCOLATION TEST Date...._.. TIM S C Observation 2 7 Hole# P' Time at 9" Depth'ef•Perc �Z Lf / Time all 6" Start Pre-soak Time® Z l L( `' Time(9"-6") End Pre-soak , Rate MinJtnch . Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTlMERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole#is j. . Depth from Soil Horizon Soil Texture SoilEolor Soli Other Surface(in.) (USDA) (Mansell): Mottling (Structure,Stones,Boulders: p;_ y., t3 SLT77 9 .. DEEF OBSERVATION HULE>JOG Hole# �— D6dih f n% Soil Horizon Soil Texture Soil Color Soil Other Surface a.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders< . 3.6 . : .. DEEP OBSERVATION HOLE LO.G Hole# Depth':from' Soil Horizon SoiiTexture Soil Coloc Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc DEEP OBSERVATION IIADLE LOG Hole# Depth':Iiom Soil Horizon. Soil Texture Soil.Color Soil Other Surface(in:) (USDA) (Mmnsell) Mottling (Structure,Stones,r Boulders. 6yez �. Z a ► : L Sit Flood Insttrar►ce Rate Map o AbaveS00.yearffh-Wboundary No Yea "witht S00 year boundary No Yes Within 0 year flood boundary No Yes Depth of I�t urally'Occurrine Per-viotis.Material Toes at least;foure4t of naturally occurring per material exist in 41F arees;observed throu Sh-out the. area proposed for the soil abt+orphon system? If not,what:is the depth;of naturally occurring pervious maCeirial? Ce ' eatio e. (date):I"have assed the soil evaluator exanunat on approved bi th I certify that on P Depattrtient of Environmental Protecrion and that the above analysts was perfortried by me consistent with y. the required"training;experEse and experibnce-desenbed`in 15:017. Date :� ( ' Signature . Q�SLPTIC\PBRCFORM:DOC TOWN OF BARNSTABLE LOCATION S3 41, i& Srr�/%' SEWAGE# ,2 U/3 41/8 / VILLAGE ( �o/Ut T 4«: ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.30F J/0L1-9738 c/ e/°Li. /21 -10111-lJS SEPTIC TANK CAPACPTY,,1°to �9l4� LEACHING FACILITY(type) .30 Are- .lei H-20 (size) .32 lo (7 NO.OF BEDROOMS o ;hgjrd U C rV OWNER PERMIT DATE: /(J- 2$-/3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private-Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY, l3�..ck of Cfii%d�H� ronk f M 7 INy'pi:c ri. pe r ♦ A � 1 Q� No. ®ICJ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippfication for Vsposar 6pstem Construction i3ermit Application for a Permit to Construct(vr Repair( ) Upgrade( ) Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No.s3 of*14 Owner's Name,Address,and Tel.N Assessor's Map/Parcel l r�r SoeieT� vF 7tii� /fv�y CiLiosr Installer's Name,Add d T 1. Designer's Name,Address,and Tel.No.s-OB-q7*7 s 3'/'5 wor�uri= T C /ro ,� A5-%rl' F Type of Building: e' Dwelling No.of Bedrooms 1`+ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (000 gpd Design flow provided 6317 gpd Plan Date 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)rjjr4lZ /1900 as'aa G,w/. 2 -Lfa o*y e&ejnweor �rgF r,,c Trek D-am G /2oui eF G 14105 4xe� 34 H-:247 G!0d's. 4e,-Ir4 "ylyelE Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sj'gjWd Date Application Approved by Date /0/Ze12d, Application Disapprove Date for the following reasons Permit No.2pozj— gigDate Issued 10/20/zo13 • � / r' 'air'� �. "�[� � /� . i No. 3 ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ' a PUBLIC HEALTH DIVISION - TOWN,OF BARNSTABLE, MASSACHUSETTS ,ram r 3pplicatlon, for Disposal *pstem Construction Permit Application for a Permit to Construct(t�' Repair( ) Upgrade( ) Abandon( ) [G}Complete-System, El Individual Components Location Address or Lot No. SS ki-94/4 S 1-Y/�/ 1� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel. n V Designer's Name,Address,and Tel.No.y Je y 7-7-.5-_5 U�l /� G�//-S T l•YuS�/�i/=��i' f2o� �or/-sr,�r-/F= Type of Building: Dwelling No.of Bedrooms /`� �, Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (000 gpd Design flow provided (p 3 1 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil i i Nature of Repairs or Alterations(Answer when applicable) L!,/5 TYl 00 U t ;2 s;JU T ilk 12-13ox � w Date last inspected: , f Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r Si d Date Application Approved by Date -51 Application Disapprove y Date for the following reasons Permit No.20 t?,'• H 119 Date Issued 2 o Zo I i s 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��aSGfJ� ��r ✓�y✓U S at r (fUTU/r has been constructed in accordance f with the provisions of Title 5 and the for Disposal System Construction Permit No.&1 y 18 dated h 2 Installer JU5epG /�%'= /�!''!w�/S Designer k-S #bedrooms N Approved design flow 6661 1 gpd The issuance of this permit shall/n74tejst ed as a guarantee that the system wi 1 fu c4 as,d4q) ed� 4!4 " Date Inspector P �`� ------------ - - -- -_ -•_ -_ -- -- - ------ - - -----•----------------------- Z013— U a _l�� �, `�°� No Fee �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3prrmit Permission is hereby granted to Construct'( ) Repair( ) Upgrade(4--)- Abandon( ) System located at 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 completed within three years of the date of this permit. Date /����� Approved by J I r. t f Town of Barnstable y�1+E� Regulatory Services Richard V. Scali, Interim Director iSTAZ I Public Health Division 9�Ar a` Thomas McKean,Director Ep�cl 200 Main Street,Hyannis,MA 02601 Office: 508=862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: v 3 Mo:A S -t—� Assessor's Map\Parcel: ®� O Property Owners Name: ���+� }y t-�e d� � s % doh Ix In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an 'Y' in the applicable box next to each line certifying the information. Yes N\A L ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ EMI have been provided with the Owner's Manual ❑ 9`1- have been provided with the Operation and Maintenance Manual ❑ QKFor Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) �-, and the Approval ElPVi For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by ,-,�310 CMR 15.287(5) Ellam'if the design doe not provide for the use of gar, age grinders,the restriction is understood and accepted �o f -ia� cD�ss 1 p � ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take.any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the enviro t, as defined in 310 CMR 15.303 agree to comply with all terms and conditions above. op ers ted ame - v L roperty Owners Signature Date 2 Note:' This form must be submitted along with the septic system disposal works permit application for all IRA systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner cer ification.doc Town of Barnstable r0p1HE r $ Regulatory Services Viw4 O'^ Richard V. Scali, Interim Director * wzxsTnsc.�, , 9$AHASS. .Public Health Division rFa � Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desi2mer Certification Form Date: 1 l 4 j !� Sewage Permit# 20/3 - `y/8 Assessor's MaplParcel 1P4 k.,-Me.PK f-ee Designer: we,,/Us Jkl a Installer; Address: 1 Z W, Cres54�e I '(Z' d Address: Z Crkw�w-,-0t- (� S S l i c-J VC was issued a permit to install a (d'te) (installer) septic system at &t based on a design drawn by (addre s) ye✓ e �h d--e e E dated l 0 J/3 (designer) I+r1QheJ J I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e, greater than IT lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in complia�nA w the terms of the IAA approval letters (if applicable) PETER T, i 0'� s P cE NTE E staller's Signature) " CI IL ,AA No.35909� (IDesigner's Signature) ix Designer's PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:1SepticTesigner Certification Form Rev 8-14-13.doc .. f N <Fost oo. oo, c ?e� xe o ` �� k 164 ` 1 P �0 3 �' t ` 919 O Z Po o P Mash ee Route 28 LOCUS --:- — - - 0 LOCUS MAP Barnstable NOT TO SCALE MBLU 9 015 6.48 AC: II A EXISTING BUILDING �.a ..; ._ ., .._� - :_ __._ �,_,_ K. ...� •..:.-,� -. ...ae-.�.e...:er-.I; ..._...�,y,a- - ---.•I - '^1- -�--'�.:'.G. -".'"'a,-. " r.":`.'''"" - _-.'off•... - 'o -cwor r } 20 SCALE _ 0) SEE SHEET 2 D GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, ESCEPT AS REQUESTED BELOW: —310 CMR 15.405(1)(b): O o� PETER T. Gr 1) A 3' variance to the 3' maximum cover requirement, for up to P McENTEE - 6' of max. cover. S.A.S. shall be H-20 and vented.. J o 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR CIVIL TO INSPECTION AND APPROVAL BY:THE BOARD OF HEALTH AND THE No. 35109 DESIGN ENGINEER. 34.f A EUSjER``� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 9�F ECG FROM THOSE SHOWN HEREON SHALL- BE REPORTED TO THE. DESIGN O ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED .DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. OWNER OF RECORD 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 20 0,, Society ,of the Holy Ghost 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. w A, 53 Main Street ^�,V ST Cotuit,' MA 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS T AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �`� FLOOD PLAIN DESIGNATION DIRECTED BY THE APPROVING AUTHORITIES. FIRM COMMUNITY PANEL NO. 255211 0021 D 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MAP' REVISED: JULY 2, 1992 THE 'LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO 'BEGINNING ZONES,C CONSTRUCTION. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS. - IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE'S.A.S. AND 53 MAIN STREET COTUIT MA REPLACE WITH CLEAN SAND'AS SPECIFIED IN 310 CMR'255(3). t, , 12. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM Prepared for: Society of the Holy Ghost, 53 Main Street, Cotuit, MA COMPONENTS NOT SHOWN ON THE PLAN. Engineering by: SCALE DRAWN JOB. No. 13. GREASE TRAP SHALL ACCEPT KITCHEN FLOW ONLY. ALL:A OTHER SEWAGE Engineering Works Inc. "=80'_ P.T.M. 269-12 SHALL BE SENT DIRECTLY TO SEPTIC TANK. fZC. 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM 'PURPOSES ONLY AND 12 West Crossfield Road, Forestdole, MA 02644 .DATE CHECKED SHEET NO. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313- 10/15/13 P.T.M. 1 Of 3 r� 1 �\ /+ 42.12 ' �- --98 -- EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE �9.05 / // I i 0 // x/'S1'S� G EXISTING GAS SERVICE + ( I / \\ W EXISTING WATER SERVICE I \ / /+ 42.64 ) t�,Q �, �� H.-W- OVERHEAD WIRES x 49.24 / 53.13 x .26 v START TEST HOLE �T 3 \ x 52.90 ,`O A I 40.51 &43\80 \ I o BENCHMARK I l\ + 4.93 / ���-�-; tiC ��e LEGEND 1 TP2 1 fT1 1 _ ---5-2 \42,35 4J6 �' < Ip 52. �x ------ + / 43.96 kly16,06; , m \� CESSP L\ EXISTING CESSPOOL P/O° Bk 764 43.�6 1 \ 1 50.28 CONTRACTOR SHALL PUMP, FILL +� +45.16 1 1 \ D i \ \ WITH SAND AND ABANDON P9 29 \� + 44.92 I 1 �x �l')'x 52.26 99 f TO TPI ` 4 7. 5 \\ o�, \PRQ PER TY LINE 45 38 46.87 1T + 49.87 46.39+ 44.88 + 11 U �J - 015 \ \ 1 1 1 `'�11 ' .1 x 52.14 �1 r 1 ILA I x �3.78 s \\ 44N7; 45,22 AO46P,34$ 1=F7�►,_� \ EXISTi(vG CES�POOL \ ► ��'� '� : I m 1 BENCHMARK NO.2 �� TO BE REMOVED�• � 1 �IX 1 I � 1 SPIKE SET SEE NOT��1-SHL�ET 1) \ 1-tL�v�_t-4 241 1 Et.=53.17 (ASSUMED DATUM) D \\ -P CESSPDU r 1 IN\\1 50.62 \ \ \ 116 TO 44,9 +� i \ \ EXIST, SEWER OP \ x 55.23 \\ \\ PR ERTl' ONE 4 � \\ . x_ 21 " - _ \ �5,26 + `O \ sk J x 52,23 \ PRdROSED SEPTIC 1\ NK� \ cr' 1 `�. 53.17� x 50,3 1500/i�000 2-COMI5,ARTMt T I 44.92 x \ �- 5 29 SPIK SET \ 50,87 ) . x 45,04 45. 7 ST �P \ ID x 153,61 - PROP !1' TO 7\ 52.13 1 �x 56.33 ER 1 LINE SP KE5 O/ O 12, 1 x/53.35 \ 51.19 x t + 46�7 x 1 ( \ � `\•- ` ' �4699 152.14 w 52, \ x � c1n \ ` 49.11� \ --4.6-- 19 x \ // VENT GREASE TRAP \� PROPOSED \ \� + 46,75 BACK TO BUILDING �\ / GREASE TRAP. \ 4 6.5 9 x EXIST. .SEWER \ \ I 1000 GALLON \" . INV.=53 Sf" \ \ 46.55 �- 50:34 \� EXIST-.SEWER 1 4 .77 INV.=43.91± m \ \ + 6 \ \ . I49,94 EXlSTING� \ \ BUILDING `\ \\ \ T.O.F.=55. l f x 5N58 \ 59,23 \ \ 50.98 \ \ r \ \ \�--- \\ \ x 47,78 xg ----- - 4 .8 I _ + 5 �\ \� + 48.06 + 2 - BENCHMARK No. 1 s, 52 25 P CONC. WALK�1 T BUILDIN� r -7--- -o ,52;14 Q,�, EL.=46.99 (ASSUM DATUM)1 1 + .08" �. \ PROPER-),. LINE `I 1 �9<<r 52 02 52 56 + 52 55 oy� \ PK SET \ \ L \\ 0.96 0 7 51,51� \� PAVED PATIO O": ...� \ y 0 Z M. \ r- \ CANOPY : .940 . �. . \ \ D .: \ \ a� 1- 60,00 \ � 52.78 52.1052.70* - G\ 0 pF Mq 1 1iJ \ \+ 51/87 o PETER T. a \ v Mc TEE 1 \\ CIVIL N PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35109' 1 1 RFcisTE`�° 53 MAIN STREET, COTUIT, MA Fl 1 1 1. Prepared for: Society of the Holy _Ghost, 53 Main. Street, Cotuit, MA 1 1 I Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 269-12 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/15/13 P.T.M. 2' Of 3 rt , NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:43.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. CHARCOAL VENT CONNECT ALL LINES) INSTALL RISERS, FRAMES & COVERS INSTALL RISER & WATERTIGHT FRAME INSTALL RISER & COVER OVER ONE T.O.F.=55.1± OVER ALL ACCESS MANHOLES•AND SET AND COVER SET TO FINISH GRADE CHAMBER AND SET TO FINISH GRADE (EXISTING) GRADE AS SPECIFIED IN 310 CMR 15.228 TO SERVE AS INSPECTION PORT. F.G. EL=45.0 to 49.3(MAX.) A EXISTING F.G. EL=46.Of F.G. EL.=46.5± MAINTAIN 2% GRADE (MIN.) OVER S.A.S. v INSPECTION - L = 5' L = 10'(MAX) PORT :A L=36' p S_1% (MIN.) ® S=1% (MIN.) 1 MINIMUM 4" CAST IRON 4"SCH40 PVC 4"SCH40 PVC 10"I 3 191, 10"19 6 7.13" TO A INVERT 60" IUQ. INV.=43.47 LEVEL INV.=43.22' °= A 6 ROWS OF 6 UNITS AT 5.0'/UNIT = 30.0' GAS GAs INV.=43.17 1NV.=43.00 BAFFLE eAFFLE PROPOSED SOIL ABSORPTION SYSTEM (PROFILE) AM INV.=42.90.IN&AM PROPOSED 2500 GALLON SEPTIC TANK 6 OUTLETS (MIN.) - ESTABLISH VEGETATIVE COVER COMPARTMENT NO. 1 - 1500 GALLON STORAGE COMPARTMENT NO. 2 - 1000 GALLON STORAGE BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS TANK SPECIFIED MANUFACTURED BY WIIGIN PRECAT, BOURNE; MA EXISTING SEWER NO.1 INV.=53.8±(VERIFY) BREAKOUT=TOP PROPOSED GREASE TRAP TOP ELEV.=43.33 INV. ELEV.=42.90 INSTALL RISERS, FRAMES & COVERS OVER INLET AND OUTLET SET TO FINISH GRADE BOTTOM ELEV.=42.30 F.G. EL.=46.0(MIN.) 5' MIN. ABOVE EST.- HIGH G.W. 4' MIN. NATURALLY OCCURING EFFECTIVE WIDTH=17.0' .� PERVIOUS 'MATERIALS EXISTING SUITABLE L =14' NO G.W., EL=31.3 (TP-3) - MATERIAL 4" CAST IRON L _ 0 USE 6 ROWS OF 6-ADS Arc 36 UNITS WITH NO e" 4" SCH 40 PVC SEPARATION BETWEEN EACH ROW & NO STONE ® S= 1% (MIN.) I " @ S= 1% (MIN.) SOIL ABSORPTION SYSTEM (SECTION) 4" CAST IRON 24" INV.=43.77 48" LIQUID a•:.Q;a LEVEL NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INSTALL 4" C.I. INV.=43.52 INVERTS, PRIOR TO INSTALLATION. PIPE TO VENT 12- INV.= BACK TO BLDG. �• ••• •'- •• AT SEPTIC IC TANK 2) SEPTIC TANK, GREASE TRAP & D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY PROPOSED 1000 GALLON GREASE TRAP COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EXISTING SEWER N0.2 3) INSTALL INLET & OUTLET TEES AS REQUIRED. INV.=43.91±(VERIFY) SEPTIC SYSTEM PROFILE 4) ASSMANUFACTU BAFFLE RED BY BE INSTALLED E, OUTLET BEL OREEQUAL. N T.& 5) ALL CONCRETE PRODUCTS, FRAMES AND COVERS SHALL BE H-20 RATED. SOIL LOG. 1 70 1 DATE: DECEMBER 13, 2012 (P#13818) 1 1 S.A.S.LAYOUT SOIL EVALUATOR: PETER McENTEE PE, SE 1 1L,•1 WITNESS: DONALD DESMARAIS-HEALTH AGENT 1 m IO 1 1 Elev. TP_1 Depth Elev. TP_2 Depth 1 U) 1 45.4 0" 44.0 0" 1 ➢ FILL FILL 42.4 ,36" 41.5 30" -- OI SANDY LOAM SANDY LOAM 41.4 10YR 4/2 48" s 41.0 10YR 4/2 36" J pp B B SANDY LOAM SANDY LOAM J^ 39 10YR 5/8 1OYR 5/8 38.4 84" 39.2 50" C C r} MED. SAND MED.SAND Op (V 2.5Y 6/4 2.5Y 6/4 , 33.9 - 138" 32.5 138" EXISTING �//cT /�//� -Elev. TP_3 Depth Elev. TP_4 Depth L/�I/J l I V V 43.8 A 0" 46.4 A 0„ BUILDING SANDY LOAM SANDY LOAM 10YR 4/2 10YR 4/2 41.6 B . 14" 45.7 8'B SANDY LOAM SANDY LOAM DESIGN CRITERIA 40.8 10YR 5/8 36" 43.9 10YR 5/8 30" WATER USAGE: 2012 - 13000 GALLONS C C 2011 - 41000 GALLONS: 11.2 GPD AVERAGE (2011) PERC 52"/64" 2010 - 26000 GALLONS 310 CMR 15.203: BEST CORRELATION IS PLACE OF WORSHIP - 6 GPD/SEAT, SEWAGE FLOW: 100 SEATS x 6 GPD/SEAT = 600 GPD MED. SAND MED. SAND' TOTAL DESIGN FLOW = 600 GPD 2.5Y 6/4 2.5Y 6/4 GARGAGE GRINDER: NO - NOT PERMITTED. SEPTIC TANK REQUIRED: 2 COMPARTMENTS PER 310 CMR 15.223(1)(b) COMPARTMENT NO.1: 1500 GALLON CAPACITY 31.3 138" 35.4 132" COMPARTMENT NO.2: 1000 GALLON CAPACITY NO GROUNDWATER ENCOUNTERED GREASE TRAP: 1000 GALLON CAPACITY (MINIMUM REQUIREMENT) PERC RATE <2 MIN/IN. ("C" HORIZON) 6 GPD/SEAT x 100 SEATS = 600 GALLONS (60GPD NOTE .13SHEET 1 0 8 ) PROPOSED SEPTIC SYSTEM UPGRADE PLAN LEACHING AREA REQUIRED: 74 GPD/SF - 10.8 SF USE 6 ROWS OF 6-ADS Arc 36 (H-20) UNITS WITH NO 53 MAIN STREET, COTUIT, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Society of the Holy Ghost, 53 Main Street, Cotuit, MA NOTE: NOMINAL AREA = 17' x 30' = 510 SF BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: 7 SCALE ' DRAWN JOB. NO. �T (Arc36 Units) 36 UNITS x 5.0 LF x 4.80 SF/LF = 864.0 SF Engineering Works, Inc. NTS P.T.M. 26.9-12 TOTAL AREA = 864.0 SF 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.. DESIGN FLOW PROVIDED: 0.74 GPD/SF(864.0 SF) = 639.4 GPD (508) 477-5313 10/15/13 P.T.M. 3 of 3 N oo. 3 , ¢ 6 oO ° P9 7 Pa o° w \ �o o Mashpee Route 28 j LOCUS ;/ 5antuit fi LOCUS MAP Barnstable NOT TO SCALE MBLU 9 -01.5 6.48 AC.± I I I I I L ' EXISTING I ^-H BUILDING M 1311, A.—! _'c_ r<s� . .±�.... -�.,n ems;�✓' I I I D I — „-H 20 .SCALE SEE SHEET 2 . m GENERAL NOTES: 158'f 1. ALL CHANGES TO THIS PLAN ..MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER.' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o PETER T. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE , g McENTEE LOCAL RULES AND REGULATIONS, ESCEPT AS REQUESTED BELOW: O —310 CMR 15.405(1)(b): N( VIL .CI\AL • 1) A 3' variance to the 3' maximum cover requirement, for-up to P 35109 6' of max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 34'f' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN l ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. qj n OWNER OF RECORD 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF n Society of the Holy Ghost THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 53 Main Street HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Cotuit, MA 7. WATER SUPPLY PROVIDED BY TOWN WATER. SERVICE. /j/ 20.01' FLOOD PLAIN DESIGNATION 8. THERE ARE NO PRIVATE WELLS WITHIN 150"OF THE PROPOSED S.A.S. ' .4�� S FIRM COMMUNITY PANEL NO. 255211 0021 D 9. ALL AREAS CLEARED FOR CONSTRUCTION-SHALL.-BE RESTORED AS TiQF MAP REVISED: JULY 2, 1992 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE ZONES C DIRECTED BY THE APPROVING AUTHORITIES. • PLAN REVISION — 11/12/13 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE REVISE NOTE 5, SHEET 3 TO H-10. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 53 MAIN STREET COTUIT MA REPLACE WITH CLEAN SAND AS SPECIFIED �IN 310 CMR 255(3). , • 12. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM Prepared for: Society of the Holy Ghost, 53 Main Street, Cotuit, MA COMPONENTS NOT SHOWN ON THE PLAN. Engineering by: SCALE DRAWN JOB. N0. 13. GREASE TRAP SHALL ACCEPT KITCHEN FLOW ONLY. ALL AOTHER SEWAGE 1"_80' P.T.M. 269-12 SHALL BE SENT DIRECTLY TO SEPTIC TANK. Engineering Works, Inc. 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 10/15/13 P.T.M. 1 of 3 \ �\ �+ 42.12 --98 -- EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE I / I G EXISTING GAS SERVICE \ / ` I � \ � .y EXISTING WATER SERVICE - H.-W- OVERHEAD WIRES /+ 42.64 49I4 • 53.1\3 \ x 126 TART TEST HOLE / �+ \ I iEi x 52.90 BENCHMARK I 40,51 �i 4 \80 \ I O �� ��� `� �\ + 43.93 LEGEND \ V- I 51.12� \ 1 TP2 (. li 52,34\x ----52------ ------- 42.35+ / 4,76 43.96 \ 1 _ �6.06 t ` CESSP \ EXlST1NG CESSPOOL P/On 6k �64 ` , \ �p 1 50.28 CONTRACTOR SHALL PUMP, FILL p9 1g 43 / 45,16 1 \ O WITH SAND AND ABANDON +./ 0j \ 1 x 54.27 1 +99 92 TP I , 47.R5 -� �� 1�x 52,26 \PROPERTY LINE 45�38 46.87��17' ; + 49,870 M-B�LU 9 - 0 15+ 44.88 ` 46.39 ��_1 +' I 1 x 52.14 I I ; 1 I v-� I cn I 6.48 �`E:±, 45.22 FP4 j 101 I I c,+ I p x �3.78 44.9 46. 8 I 1-1�_~�p I ` \ EXIS7(VG CESSPOOL \T'-1 �� I Q BENCHMARK NO.2 �\ TO BE REMOVED�• �- �x I \ SPIKE SET SEE N0T811-SHAFT 1) ;\ I �1_r-4 241 x 1 EL.=5317 (ASSUMED DATUM) CESSP❑❑ r I N \1 50.02 _ 1 \ \ 116 T 44.9 \ 70 EXIST, SEWER x 55.23 • 0 \ PROP \ . \ \ \ ERY LINE 4 x .21 I \ 4155.26 • } \ °Zx 50,31 c J x 52.23` \ PROPOSED SERTCC T NK: \ �' 53.1R 1500/i000 2-COM RTM T I 44.92 x ` \ a- 5 29 SPIK SET -- \ \ � .I ST P � x 53,61 (- '-----�fr---- 50,87 x 45.04 45. 7 1 ,To �\ 52.13 \ ,x 56.33 NE SPIKES x/'S3.35 \ 51.19 + 46�7 � • \ x.� x ' 46 99 152.14 \ \ 52.\ • � W s \\: �_ .19x I 49.1 \ VENT GREASE TRAP \ PROPOSED \ \ BACK TO BUILDING - Nr \ GREASE 'TRAP + 46,75 46.59 x EXIST. .SEWER 1 1000 GAUON - \ INV.=53.8±' \ \ 46;55 I I 50.34 EXIST. \ \Qt 46.77 INV =43.91t o \ \ \ I �\ 149.94 EXISTIN . ' BUILDING \ :� T.O.F=55. 1 t x 5�58 \ 59,23 \ \ 50.98 `�--- \ \ x D 47,78 xo. + 2 BENCHMARK NO 1 + 48,06 52.26: �\ P CONC. WALK AT BUILDING\ 52.14 �- EL.=N46.99 (ASSUM DA TUM)1 / + .08 RROPER�, \ 1 Iq 52.02 52:56 52;55• \�h'.�, LINE 1 �� `\ \ 0 7 0.96 51. \ PA VED PA TIO I I \ 0 BAR / CANOPY m a \ .940 52.78 60.00 �\ \ 52.10 LAJ1 MgSS, 11 O \F 51/87 o PETER T. McENTEE N a- \ CIVIL \ PROPOSED SEPTIC SYSTEM UPGRADE PLAN _ No. 35109 � .1 £c/s510 � �� � \\ 53 MAIN STREET, COTU IT, MA FS I 1 Prepared for: Society of the Holy Ghost, 53 Main Street, Cotuit, MA I I I Engineering by: SCALE DRAWN JOB. NO. Engineering Works, .Inc. 1"=20' P.T.M. 269-12 , LIP 12 9st Crossfiel� Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 10/15/13 P.T.M. 2 Of 3 - t NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:43.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED SEPTIC TANK . PROPOSED D-BOX PROPOSED S.A.S. CHARCOAL VENT (CONNECT ALL LINES) INSTALL RISERS, FRAMES & COVERS INSTALL RISER & WATERTIGHT FRAME INSTALL RISER & COVER .OVER ONE T.O.F.=55.1 t OVER ALL ACCESS MANHOLES AND SET AND COVER SET TO FINISH GRADE CHAMBER 'AND SET TO FINISH GRADE (EXISTING) GRADE AS -SPECIFIED IN 310 CMR 15.228 TO SERVE AS INSPECTION PORT. F.G. EL.=45.0 to 49.3(MAX.) A EXISTING F.G. EL.=46.Ot F.G. -EL=46..5f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. AWW L=36' INSPECTION L = 5' L = 10'(MAX) PORT 4 thenS4"S�H401PVC St 10) ® S=1% (MIN) 0 S=1% (MIN.) (1 MINIMUM) 6, 4"SCH40 PVC 4"SCH40 PVC ® S= 1% (MIN.) 10"1 3 191 10"19 6 7.13" TO A INVERT 60" UQ. •:v LEVEL INV.=43.22 i= -1 INV.=43.47 6 ROWS OF 6 UNITS AT 5.0' UNIT = 30.0' GAS GAs INV.=43.17 INV.=43.00 / BAFFLE BAFFLE PROPOSED SOIL ABSORPTION SYSTEM (PROFILE) AM Mk AM AM D-BOX INV.=42.90 PROPOSED 2500 GALLON SEPTIC TANK 6 OUTLETS (MIN.) ESTABLISH VEGETATIVE COVER COMPARTMENT NO. 1 - 1500 GALLON STORAGE BACKFILL WITH CLEAN NATIVE OR COMPARTMENT NO. 2 - 1000 GALLON,'STORAGE PERC SAND TO TOP OF CHAMBERS TANK SPECIFIED MANUFACTURED'BY WIIGIN PRECAT, BOURNE, MA EXISTING SEWER N0.1 INV.=53.8t(VERIFY) BREAKOUT=TOP TOP ELEV.=43.33 PROPOSED GREASE TRAP INV. ELEV.=42.90 INSTALL RISERS, FRAMES & COVERS OVER INLET AND OUTLET SET TO FINISH GRADE BOTTOM ELEV.=42.30-~ F.G. EL.=46.0(MIN.) 5' MIN. ABOVE ,EST. ;HIGH G.W. 2'83' 4' MIN. NATURALLY OCCURING EFFECTIVE WIDTH=17.0' :v PERVIOUS MATERIALS NG L =14' N0 G.W., EL=3T.3 (TP=3) - EXIMATERIALITABLE 4" CAST IRON (1st 10') L = then 4"SCH4 0 P USE 6 ROWS OF 6-ADS Arc 36 UNITS WITH NO 6 0 VC 4" SCH 40 PVC SEPARATION BETWEEN EACH ROW & NO STONE " ® S= 1% (MIN.). I ® S= 1% (MIN.) SOIL ABSORPTION SYSTEM (SECTION) 4" CAST IRON 24" INV.=43.77 48" LIQUID 'ar:r NOTES: 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE .....e_:. LEVEL. ) INSTALL 4" C.I. INV.=43.52 INVERTS, PRIOR TO INSTALLATION. PIPE TO VENT iz" INVEPTIC 7 BACK TO BLDG. '•• ••• • '•' •- AT SEPTIC TANK 2) SEPTIC TANK, GREASE TRAP &.D-BOX SHALL BE-SET ' LEVEL AND TRUE TO GRADE ON A MECHANICALLY PROPOSED 1000 GALLON GREASE TRAP COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR .15,221(2). `EXISTING SEWER NO.2 3) INSTALL INLET & OUTLET TEES AS REQUIRED. INV.=43.91t(VERIFY) .SEPTIC SYSTEM PROFILE 4) GAS MBAFFLE TO B IN jAL INSTALLED ZABEL OR AS ON EEQUAL. N.T.S. 5) ALL CONCRETE PRODUCTS, FRAMES AND COVERS MAY BE H-10 RATED. ,�-,T_� SOIL LOG ► ► A DATE: -DECEMBER 13, :2012 (P#13818)`_ ► ► S.A.S:LAYOUT SOIL EVALUATOR: PETER McENTEE PE, SE ► 1�,, WITNESS: DONALD DESMARAIS-HEALTH AGENT ► I O . it f*1 1 L. o ► - Ele, TP_1 Depth Elev. TP-2 Depth Ln ► .45.4 0 44.0 0" 1 � FILL FILL 42.4 36" 41.5 . 30" SANDY LOAM SANDY LOAM 41.4 IOYR 4/2 48" 41.0 10YR 4/2 36" W B B O �9 SANDY LOAM SANDY LOAM 00 00 10YR 5/8 10YR 5/8. 38.4 84" 39.2 50' C C MED. SAND MED.SAND OD N 2.5Y 6/4 2.5Y 6/4 33.9 138" 32-5 138" T p Bev. TP-3 Depth Elev. TP-4 Depth EXISTING L/�I S l I V G 43.8 A 0" 46.4 A 0" SANDY LOAM' SANDY LOAM BU/L/J/NG 41.6-1 10YR 4/2 1OYR 4/2 g g SANDY LOAM SANDY LOAM DESIGN CRITERIA 40_8 10YR 5/8 36„ 43.9 10YR 5/8 30 WATER USAGE: 2012 - 13000 GALLONS . 0 PERC C 2011 - 41000 GALLONS: 112 GPD AVERAGE (201 1) 2010 - 26000 GALLONS 52"/64" 310 CMR 15.203: BEST CORRELATION 1S PLACE OF WORSHIP 6 GPD/SEAT, SEWAGE FLOW: 100 SEATS x 6 GPD/SEAT = 600 GPD MED. SAND MED. SAND TOTAL DESIGN FLOW 600 GPD 2.5Y 6/4 2.5Y 6/4 GARGAGE GRINDER: NO NOT PERMITTED SEPTIC TANK REQUIRED: 2 COMPARTMENTS. PER 310 CMR 15.223(1)(b) COMPARTMENT N0.1: 1500 GALLON CAPACITY 31.3 138" 35.4 132" COMPARTMENT NO.2: 1000 GALLON CAPACITY NO GROUNDWATER ENCOUNTERED GREASE TRAP: 1000 GALLON CAPACITY (MINIMUM REQUIREMENT) PERC RATE <2 MIN/IN. ("C" HORIZON) 6 GPD/SEAT x 100 SEATS = 600 GALLONS (SEE NOTE 13-SHEET 1), 600 GPD PROPOSED SEPTIC SYSTEM UPGRADE PLAN LEACHING AREA REQUIRED: 74 GPD/SF =810.8 SF USE 6 ROWS OF 6-:ADS Arc 36 (H-20) UNITS WITH NO 53 MAIN STREET, COTUIT, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Society of the Holy Ghost, 53 Main Street, Cotuit, MA NOTE: NOMINAL AREA 17' x 30', = 510 SF BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering, by: SCALE DRAWN JOB. NO. (Arc36 Units) 36 UNITS x 5.0 LF x 4.80 SF/LF = 864.0 SF Engineering Works, Inc. NTS P.T.M. 269-12 TOTAL AREA = 864.0 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(864.0 SF) = 639.4 GPD (508) 477-5313 10/15/13 P.T.M. 3 Of 3