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HomeMy WebLinkAbout1080 RIVER ROAD - Health 1080 RIVER ROAD Marstons Mills A = 030 — 050 TOWN OF BARNSTABLE LOCATION 1 0 8 0 2 L a Us rL le SEWAGE # VILLAGE tO&P ASSESSOR'S MAP & LOT o30: ose INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 100 O G At- LEACHING FACILITY: (type) P.T (size) NO.OF BEDROOMS _3 BUILDER OR OWNER PERMUDATE: 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 leachinf facility) _ Feet Furnished by 4F 1? 0 to /_/ vT db rs of� Town. of Barnstable r# 15 Departrnentof Regulatory Services aT,�t� Public Health Division Date A j ' � MAft A 1639• �e 200 Main Street,Hyannis MA 02601 ra:h Date Scheduled Tim e Fee Pd. od Soil Suitability Assessment for Sew e Disposal ' f e ter- Mc�n�e Performed 13y: Witnessed By: LOCATION& GENERAL INFORMATION �3 Location Address � l`C' p f (0� \� � � Owner's NameCr12..tCl'lgr`G J���nSG✓1 ,•Lp1s+� Mn(s �JAS Mk►)s Address. to C� Mors-,e ngineer ta M, 11f ✓h 9- 9Z6VF Assessor's Map/Parcel., ��j -�tJ E 's Name NEWCONYMUC-noN j REPAIR Telel '77 S fZ/3 Land Use, ^��� z �r�. Slopes(To) ?'�� Surface Stones Distances from: Open Water Body. ft Possible Wet Area ft Drinking Water Well Z�ft Drainage fif*— Way ft Property Line �6 "g� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate Wetlands'fn proximity to holes)7> r .. p3 vGIZ 42� Parent material(geologic) TO / -77P-'Z Depth to Bedrock. Depth to Groundwater. Standing Water in Hole: 1 ._: Weeping from Pit Race Estimated.Seasonal.High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed:standing in obs.hole: Dcpih to loll,Mali 3: Depth to weeping from side.of:obs.hole: — in. Groundwater Adjustment ft Index Well# Reading Date: Index Well level Adj.Nctor— Adj.Groundwater PERCOLATION TEST Dnte Tlme..�. Observation Hole# Time at V 1t, Depth of Pere dam Time at 6" (u Start Pre-soak Time Q _ :vc 0.`�Q�ySI.S Timis(V-0) End Pre-soak Rate Min./Inch, Site Suitability Assessment:. Site Passed✓ Site Failedi... . Additional Testing Needed(YLN), Original: Public Health.Division Observation Hole.Data To Be Completed on Back----------- ***If percolation test is to he conducted Within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:4SEPTICIPERCrORM.DOC DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon. Soil Texture Soil Color- Soli Other Surface(in.) (USDA), (Munsell) Mottling '(Structure,Stones;Boulders. o i ten ' ravel e Q`Cry sZ -7Z-12ci' C 2. M-C 5�,:: 2 -5-Y6(4 5 r DEEP OBSERVATION HOLE LOG Hole# '� Depth from Soil Horizon Soil Texture Soil Color' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co s'sten % rave 6 — Zy- tv; e� �..�.i-1,aa t o -r2(. e z fA-c z,s.`r773 rib, C)J DEEP,.OBSERVATION HOLE LOG Hole#. Depth-from Soil Horizon Soil Texture Soil:Color - Soil Other .Surface{in.), (USDA)_ (Munscll) Mottling (Structure,Stones,Boulders: Consistency. %.G ve - ... _ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(im.) _(USDA) (Munsell) Mottling (Structure,Stones,Boulders Consistency, III Flood Instir._a_nce Rate Man: Above 500 year food boundary No_ Yes X___ Within 500 year boundary No Yes. Within 100 year flood boundary No O-e- 'Yes Depth of Natt>irally occurring.Pervious Material Does at least four feat of naturally occurring pervious material exist in all areas observed throughout,the area Iproposed for the Soil absorption:system2 If not,what is the.depth of naturally occurringvervious matt rial7 Certification I certify that on ___jj (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 Y the required training,expertise and.experience described in.. 20 CMR I5.017.. Signature -�� "`ff Date QASEP'nCVERCFORM.DOC TOWN OF BARNSTABLE�- LOCATION /060 91, ` Z oc,r) SEWAGE# .200 - 2 7It f- VILLAGE Moo,, M i O S ASSESSOR'S MAP&PARCEL 0 30 -C7So INSTALLER'S NAME&PHONE NO: ct GS A 7 bwr,) X c SEPTIC TANK CAPACITY 2&15ewS � i ee�o oeln-2l� LEACHING FACILITY:(type) �A-10(641(size) NO.OF BEDROOMS OWNERGI PERMIT DATE: G-I U-/P COMPLIANCE DATE: /0-:Z- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility G'e-c-fe S 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 3.00 feet of leaching facility) Feet FURNISHED BY�v� ��>fi✓ IN — 3i s our -39 - H o OJT -37 (k i M ovc O O t' - P'� a N Fee J/ V� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rppfitation fort]Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(14upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or i�ot No.i0 f" gvel oe,(-) Owner's Name,Address,and Tel.No. MC�;hras Zt, CGni Assessor's Map/Parcel b Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. —r,>u osks A6Gh.� sJ _1rni L 5 rt s `t 1C�" f St •`► `/ e' :�.. L�/� Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2 7 SN sq.ft. Garbage Grinder( ) Other Type of Building IPS oVo Hck No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) cD gpd Design flow provided _3 41 , "7 gpd Plan Date ' (d / Number of sheets ''L_ Revision Date Title qq� Size of Septic Tank /S�j�lr t/000 AC 9~2 Type of S.A.S. <D0 QedIvJ a .20 Description of Soil 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 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. Signe ��.. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued © Mr Nq, `V / Fee J v o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 'PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation f0rn ' a sal *pstetn Construction 3permit Application for a Permit to Construct( ) Repair(1/�pgrade( ) Azndon( ) El Complete System ❑Individual Components l Location Address or Lot No./060 9 d C✓ o&d Omer s Name,Address,and Tel.No. Ma6toas M111S T�GIq�aSGn) Assessor's Map/Parcel ()-I() _ S'0 Installer's Name,Address,and Tel.No. Designer's Name,Address,an n / d Tel.No. Type of Building: Dwelling No.of Bedrooms 3;1 Lot Size ,? Sq sq.ft. Garbage Grinder( ) Other Type of Building 1(e*S 01,N H � No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) "Z C' gpd Design flow provided �/�, "7 gpd Plan Date 7.-G -/a} Number of sheets 2 Revision Date Title1- Size of Septic Tank Ajf)5� t/V&V AC -7 U Type of S.A.S. li 11&rJ 20 (UICAM�/?°✓S' Description of Soil 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 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. Signed �. Date Application Approved by ( :. Date Application Disapproved by Date , for the following reasons Permit No. � ' '62� / i Date Issued �// i h THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Eertifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(L,') Upgraded( ) Abandoned( )by ),V,=, A \ io o riC� _at 108n 2-l\9W� Gt'L �As �U IC - has been constructed in accordance-- , �.�.,. —� with the provisions of Title 5 nand the for Disposal System Construction Permit No;e6—z g dated f� f Installer l�j��C,S A '`�(hin!n� �_ !'� Designer Nc�ey�'pl�wr�J� 13 1(S #bedrooms Approved design flo rwa�,� gpd The issuance of this permit shall not be construed as a guarantee that the system will functi}ori esd. Date °�"�".. ' ,� 1 -/Ff l� Inspector - - -- ---- ----- -------- - ---- - - - - -- - -- ------- ---------------- ------- --------------- No. Fee� � ABC THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction permit Permission is hereby granted to Construct( ) Repair(1ol Upgrade( ) Abando ( ) System located at / � 2© i d / �d �G/S ¢0 n�5 M 1 S 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 comp eted within three years of the date of this pe it. Date r / E Approved by Town of Barnstable S`°fra`�c Regulatory Services Richard V. Scali,-Interim Director BAMSTneM MASS. Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form i Date: . 10 Z-�1 Sewage Permit# 8—�7� Assessor's Map\Parcel. o3 0 --OSO Designer: l r►y 1 r.ee,\nG!q, Wo rbts, (rr c_... Installer: 'PAS S Z(a,-JA 1 vi c Address: 1 Z W L C rb ssP,e (J R4 Address: �- 'i77o7c. A `S To e s�,Aq,te 6 26 4 4 (_� 1 e r•1 1 MI`� v 2�3Z r [� l On It -I C�~J � � � ��C was issued a permit to install a (date) (installer) ,, n n septic system at I. &TO fl�ye� I� Vim'1 ,l `a�3 based on a design drawn by `�cker %, M c.6ri+Ae ?l: (address) Gym Woe-Gu l 11 c dated "7 (designer) t/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 10' lateral. relocation.of the SAS or any vertical relocation.of any component, of the septic system) but in accordance with State &.Local :Regulations'. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. li I certify thavIthe systerii referenced above was constructe nce with the terms of the I\A approval letters (if applicable) t%OF PETER T. McENTEE —� CIVIL (Installer's Signature) NO.35109 e (Designer's Signature) (Affix Designer tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTI.FICATE 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:\Septic\Designer Certification Form Rev 8-14-1 3.doc {I L i COASTAL engineering.co. May 4,2018 Peter McEntee Engineering Works, Inc. 12 W.Crossfield Rd Forestdale, MA 02644 RE:Grain Size Analysis—Sieve Test(Alternative to Perc Test) 1080 River Road,Marstons Mills,MA Dear Peter, Below are the results of the particle size..analysis from the sample submitted for the above referenced property.The analysiswas performed in accordance with the procedures outlined in ASTM D6913:Standard Test.Methods for Particle-Size Distribution(Gradation)of Soils Using Sieve Analysis. Sand Silt Clay L, Portion Passing#10 98.5% 1.0% 0.5% Sieve USDA Soil Textural Classification: Sand MA 310 CMR 1S.243 Soil Classification: CLASS I Based Upon the:DEP's Title 5 Alternative to Percolation Testing Policy forSystem Upgrades,the following effluent loading rates apply: Uncompacted Soil: 0.74 gpd/sf Compacted Soil: 0.15 gpd/sf Should you require.additional information or need further testing services, please do not hesitate to contact our office. Sincerely, Chris McEntee,'!EIT r-. e Orleans I;Sandwich I Nantucket414 . �w �` r CLIENT: Peter McEntee SAMPLE NUMBER: 1 DATE: 5/4/2018 PROJECT NUMBER: N/A TIME: 8:30 AM MUNSELL COLOR: 10YR 5/3 DRY WEIGHT OF SAMPLE(grams): 384.3 SOURCE OF SAMPLE: Test Pit SAMPLED ANALYSIS PAN WEIGHT(grams): 172.2 BY: PTM BY: CPM Cumulative Cumulative Project U.S. Weight Percent Percent Sieve Openings Weight Percent Manual Sieve Retained Retained Retained Retained Passing Specifications Inches Millimeters Mesh (grams) (grams) ASTM D6913 2.52 64.000 0.0 0.0 0.00 0.00 100.00 0.19 4.750 4 12.2 12.2 3.17 1.17 96.83 0.08 2.000 10 48.4 60.6 12.59 15.77 84.23 0.02 0:425 40 190.3 250:9 49.52 65.29 34.71 0.00 0.075 200 128.1 379.0 33.33 98.62 1.38 0.00 0.000 Pan 4:8 383.8 1.25 99.87 0.00 Passed Mesh Sieve TOTAL 383.8 100 90 80 -O--Sample 1 a 60 f -;-64mm 50 #4 c 40 #10 ` 30 ' I G { i ' f -f #40 z j f t#200 20 10 0 1 y t 100.00 10.00 1.00 0.10 0.01 Particle Diameter(min) CBL GRAVEL SAND SILT OR CLAY CRS MEDIUM FINE Orleans I Sandwich I Nantucket i/ Town of Ba rusta ble P/)_ 3 Department of health,Safely,and Environmental Services a�'"E Public Health Division Date 367 Mail'Street,I lyaonis MA 02601 MAP rto rArc+" Date Scheduled CG _C/C/ Time Fee I'd. N Soil Suitability Assessment for Seivage Disposal%- Performed By: A Q,N`t. CQt`e `Witnessed By:_ A-e f Y�p {DV yi yl (�_ i L!D A'CON & NI!.1Z1T�Y�1COR1VtA.`I XON Location Address d j 2 t� ! (2� NL I l� pwner s NemeJe( Q�C.,cc + Address s �Ck,(M,(K HOYLGs Assessor's M"ap/Parcel: _ Engineer's NameY-WfL ccl h NEW CONSTRUCTION t .11EPA-111•- . ... TcicphoneN,.• �2-{�S�{ ( _ ^_ Laid Use 911 ItQ"J—cw-C /V+g Slopes(%)�� m "' Surface Stones NoN� Distances from: Open Water Body _n Possible Wet Area n Drinking Water Well��/�rl Drainage Way n Properly Line �U _R Other V SKETCH:(Street mane,dimensions of lot,exact locations of lest holes&Pere tests,'locate wetlands in proximity to holes) , L vfi 7 Parent material(geologic) OVA _ Depth to Bedrock 35 - ,l�gpth to Groundwater: Stand ing Waler'li;:+tole: NONE We%'0iiig'frem Pilrace P0 Estimated Seasonal High Groundwater A)//J-- 0 A ' EA� L*J-r �v razz x L� IXiethod Used: - Depth O sbsb erved standing In obs.hole: in. 'Deplhuto soil moilles: A1VX1q_ Depth to weeping from slde of obs.hole: in. Groundwater Adjuslrnent -Index Well N .Rending Date:_ Index Well level _ Adj.factor Adj.Groundwater Level ::::;'>i::::::;::�::s:z:;:;;i;. (. t' ..,l .. Observation } , .l(ole H I \ Time at 9" Depth of Perc tl , Time at 6" VAA Start ©t Prc-soak Time UIT )� Time(9" _— � / � -G") End Pre-soak Rate Min./inch 42vN li%-) t Site Suitability Assessment: Site Passed Site railed: Additional Testing Needed(Y/N) Original: Public Ilealth Division Observation Hole Data To Be Completed on Back j Cnnv: Annlicnnt DISCI' 01351!�12'�A I YON XXOLI: LUG Ilulc # Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) /1 /� (USDA) (Mulls• S411i)) Molding (Slructme,Stones,nouldeics. O^�Z /T r' S L_ t,v r� , lslcncy.%Gravel) 12-3'b I)ILI' 0�3SII�VATICIN [IOL +LOG Iigl.c i' Z— Depth from Soil llorizon Soil Texlure Soil Color Soil 01her Surface(ht.) (USDA) (Munsell) Moldbig (Slructure,Stones,Douldcres. % r S UL l 0135C1ZVATION 1lUL LU r�Depth from Soil llorizon Soil'fexUire Soil Color Soil Other Surface(in.) (USDA) (Munsell) Molding (Slruclurc,Slopes,Douldcres. ravcl) DEEP OBSL1� ATION HULL L0 IIt)1 t#; . Depth from Soil horizon* Soil Texlure Soil Color Soil Other Surface(tn.) (USDA) (Munsell) Willing (Slnrclure,Stones,llouldeics. SUnsi5-LQKx.loSu.Ay;l) Flood Insurance Itate Man: Above 500 year flood boundary No XYes Wllhin 500 year boundary No_ Yes ,r, Within 100 year flood boundary No_ Yes D-j)lh of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the k. area proposed for,the soil absorption system? �-�---�" s If not, what is the depth.of.naturally occurring pervious material? 6 Certification 1 certify that on c. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was perfonned by me consistent with the required tra'ling,exper ' e an xperience described in 310 CMR 15./01 Signature C Date I y� ,I n EXISTING LEACH PIT LEGEND ir g TO BE PUMPED, FILLED u, ' WITH SAND & ABANDONED --8 -- EXISTING CONTOUR o c N x 8.98 EXISTING SPOT GRADE c ` . EXISTING SEPTIC TANK �' PROPOSED H-20 TOP OF TANK, EL.=87.52 W EXISTING WATER SERVICE c p�cw Road 1000 GALLON PARCEL ID: 045-036 :INv.(our), 'EL.=86. 19f G EXISTING GAS SERVICE o a PUMP CHAMBER R.OBINSON, RICHARD & MARTHA WETLAND SYMBOL• take cy v °o BENCHMARK WRA09 p WETLAND FLAG OUTSIDE COR./STEP 5.62 s o ��gwLoz EL.=93.26 TEST PIT a 3 LOCUS • S 81.30 ` ¢ 79.28 I O,• / 9'12'ob" E I (1 ) % �: BENCHMARK COOP / O \ I ^ ' i��Pn \ \ �$ $�3 � River Rd 99.57 ( sk EN x 91f��TPz ,� \ce `1t \� I' VEGETATED FRESH LOCUSSCMAP I ('� 89,zo \ P1 I' WATER WETLAND I NOT TO / 83.51 p B�/L04 1 FLAG �p + PI t �, 76.95 Water surface, EL.=77.7t (May 2018) GENERAL NOTES: .W2.21 I OLEO /�-\, 88.35\\ ` tO\\ 77.70 i \ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CD, t\_ / 85.04 \\!� �� �� \`BWQ-os BOARD OF HEALTH AND THE DESIGN ENGINEER. Q80V ' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �I I o� AR[ �� l e \ �i�` �. PARCEL ID: 045-028 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O �� \ T \ "� �c LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 9.16 Re \ \ <y \B�w�o ROBINSON, RICHARD & MARTHA O C� e \ \ 2 �Bt.os���.,. -310 CMR 15.405(1)(b): o Z / •U /�cj/ ��� ��� \ �\ \ ���_ 1) A 3' variance to the 3' maximum cover requirement, for up to N 6���'��. BwL0 6' of max. cover over H-20 pump chamber. O \ �86.03'%GAF`'�, J g23 ��� --4YL08 2) A 3' variance to the 3' maximum cover requirement, for up to v A5'. Q` O O Z \� 0 \ 6' of max. cover. S.A.S. shall be H-20 and vented. ( 9 .Ba R'• / \� + `\ ', l'c+o 2,7s W �O80.65 UP (� ' \ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR VENT �'' \ 0.41 \\ ;, \\ \\ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 98,81 97 7 1 / 92,45 (`, \ ;;:,�; \ �� DESIGN ENGINEER. •U 9�� C99 6/ 7- / 86.63 \\\ \� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING CATC9B5A I® / 66.39 +e6`3z \� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ( x 93.19 DECK ENGINEER BEFORE CONSTRUCTION CONTINUES. ' 98,89 / •Of I 92.91 I (above) �� \ �� 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. J'ATIO 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF j •Q� GARAGE EXISTING (below) \ ��\ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I x ` HOUSE (11080) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. � 88.96� I I 9$.34 T.O.F.=93.2t -� \\\ FOUNTAIIN- ' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \ 88.t9 +86.17 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS d 92,89 93.21 + AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE n� : DIRECTED BY THE APPROVING AUTHORITIES. 99.64 \\ 93.36 PARC L ID: 0327y��-05-0-N-, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE l j \ 92.51 o THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING \\ '�7,254fSF °) iv CONSTRUCTION. j 95.63 `_ '� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 91.65 2 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND +90.51 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). �\ -AMP '::'DRIVEINAI' ,.: ::' � sss4___ _ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 98.35 \ `\ SHED •� +90.22 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM STRIPOUT BOUNDARY \\ N- 81• COMPONENTS NOT SHOWN ON THE PLAN. SEE NOTE 11 97.06 �_ • 45_ W� 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH °f CATCH BASIN edge (7p --__ • "--• PERMIT FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING 95.38 p°Vernebt 94.55 - a_i3 • • • OF Mqs PERFORMED. FEMA FLOOD DESIGNATIONs9�yG MAP NUMBER: 25001CO537J l !�.[ ��R 4 o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN MEE 1080 RIVER ROAD, MARSTONS MILLS, MA 02648 EFFECTIVE DATE: JULY 16, 2014 ROAD f CIVIL N ZONE X 1 No. 35109 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville MA 02632 O WET ND CONSULTANT W OF R OR �LA C OWNER EC D t,�E, MARSH MATTERS ENVIRONMENTAL ROBINSON, RICHARD H & { F / I S1 Engineering by: SCALE DRAWN JOB. NO. P.O. BOX 554 MARTHA P 1"=30' P.T.M. 158-18 FORESTDALE, MA 02644 1080 RIVER ROAD Engineering Works, Inc. 978-434-1228 MARSTONS MILLS, MA 02648 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 7/6/18 P.T.M. 1 of 3 I , NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=88.00 EXISTING SEPTIC TANK PROPOSED PUMP CHAMBER FOR A DISTANCE OF 15' FROM THE EDGE PROVIDE RISER WITH FRAME & PROVIDE RISERS WITH COVERS OVER INLET MANHOLE OF THE PROPOSED S.A.S. COVER OVER OUTLET MANHOLE AND SET TO WITHIN 6" OF FINISH GRADE. PROPOSED D-BOX AND SET TO FINISH GRADE. PROVIDE RISER WITH FRAME & COVER OVER INSTALL WATERTIGHT RISER PROPOSED S.A.S. h��Qc� % L/ MANHOLE COVER SHALL BE OUTLET MANHOLE AND SET TO FINISH GRADE. WITH COVER SET TO WITHIN INSTALL RISER & COVER OVER ONE CHAMBER SET ' C 2 SECURED TO PREVENT MANHOLE COVER SHALL BE SECURED TO PREVENT 6" OF FINISH GRADE. TO 3" OF F.G. TO SERVE AS INSPECTION PORT 4e . UNAUTHORIZED ACCESS. UNAUTHORIZED ACCESS. , , • �'QUO f F.G. EL.=91.70f F.G. EL.=91.0 to VENT ` oNr 1• F.G. EL.=92.Ot 93.9f Egg, F.G. EL.=89.1 t PROVIDE ENOUGH WIRE MAX.13=L MAINTAIN 2% SLOPE OVER S.A.S. w ?4.6 (EXISTING) SLACK TO REMOVE PUMP ' ® S=1%((MIN.) pNp�• 4'•SCH 0 PVC 2" SCH 40 PVC � DECK L 2( ."' e' Ba�aaa EXISTING ® S=1% (MIN.) TOP EL.=87.25 THRUST BLOCKS ®BBaaea GARAGE 4"SCH40 PVC AT ALL BENDS s° 4' 4.8' 4' HOUSE (#1080) 14 10" INV.=88.87 PROPOSED INV.=88.70 EFFECTIVE WIDTH = 12.8' T.O.F.=93.2f ADD INV.=85.75 �� INV.=88.50 2-500 GALLON LEACHING CHAMBERS EFFLUENT 2 FLOATS H-20 FILTER SURROUNDED WITH STONE AS SHOWN H-20 RATED EXISTING BOTT. EL.=81.00 2" LAYER OF 1/8" TO 1/2" SEPTIC TANK 1000 GALLON PUMP CHAMBER DOUBLE WASHED STONE INV.=86.19t PUMP CHAMBER (H-20 RATED) (OR APPROVED FILTER FABRIC) SEPTIC LAYOUT EXISTING WIGGIN PRECAST CORP MODEL#1000H2O TOP CONC. ELEV.= 89.6t (FIELD VERIFY) (See Pump Detail, Sheet 3) BREAKOUT ELEV.= 88.00 ease INV. ELEV.= 88.50 aeBaa NOTES: aeaaaauslim 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.- 86.50 INVERTS, PRIOR TO INSTALLATION. 4' 2 x 8.5' = 17.0' 4' ®®®® ® ®® 4' OF NATURALLY OCCURRING ED 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' ®®®®®® ® ® ®®® 37„ ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 5' (MIN.) ABOVE G.W. ® STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION 't LLJ 3) INSTALL INLET & OUTLET TEES AS REQUIRED. ADJUSTED G.W., EL=77.0 = N Z ®LZM3 4) CONTRACTOR SHALL INSTALL AN EFFLUENT FILTER ON 3/4" TO 1-1/2" DOUBLE THE OUTLET TEE. I WASHED STONE 5) OWNER IS RESPONSIBLE TO HAVE THE EFFLUENT FILTER SEPTIC SYSTEM PROFILE 102" CLEANED ANNUALLY (MIN.) OR MORE FREQUENTLY. DESIGN CRITERIA SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MAY 1, 2018 (REF. P#15,651) 20" DIA. COVER SOIL EVALUATOR: PETER McENTEE SE#1542 SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS RS HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58" 0" DAILY FLOW: 330 G.P.D. 87.0 FILL 0" 89.2 A SANDY LOAM 0 DESIGN FLOW: 330 G.P.D. 85.5 18" 10YR 4/2 A SANDY LOAM 88.7 6" 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 10YR 4/2 1 B SANDY LOAM l LEACHING AREA REQUIRED: (330) = 445.9 S.F. 85.0 B SANDY LOAM 24„ .87 2 10YR 5/8 24„ .74 10YR 5/8 C1 500 GALLON CAPACITY, H-20 LOADING SILT LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 83 0 CI SILT LOAM 48 84.2 10YR 5/3 60 CHAMBERS PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY 10YR 5/3 C2 PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS (H-20) 81.0 C2 72 M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES M-C SAND 2.5Y 7/3 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/4 (SAMPLED) 1080 RIVER ROAD, MARSTONS MILLS, MA 02648 80.2 ADJUSTED G.W. _ 1 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. _ P 78.5 STDG. G.W. _ 102" j80.2 HIGH G.W. - BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. 77,0 120' 78.7 126" TOTAL AREA:. NO G.W. OBSERVED Engineering. Works, Inc. N.T.S. P.T.M. - „ ,,,,471.2 S.F. PERC RATE <2 MIN/IN. C2" HORIZON (SIEVE ANALYSIS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED:0.74 GPD/SF(471.2 SF) = 348.7 GPD STANDING G.W. TP-1 @ i02", (EL.=78.5) so INDEX WELL, SDW-253, ZONE B,WATER LEVEL=47.5, ADJUSTMENT=1.7', APR 2018 ( 8) 477-5313 7�6�18 P.T.M. 2 of 3 I NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE SECURED FRAME & COVER TO -GRADE' WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE 2 BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) SLACK TO REMOVE PUMP (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE �7x19 STAINLESS 'STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. EN UG 60��RLB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL SLACK TO REMOVE PUMP ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. INV.(IN)=85.75 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) 1/4" WEEP HOLE ALARM ON EL: 83.00 PUMP ON EL: 82.50 (( 2" 90' ELBOW BUOYANCY CALCULATIONS PUMP OFF EL: 82.17 18" I 2" SWING CHECK VALVE BOTTOM OF 12,. NOT REQUIRED, PUMP CHAMBER IS ABOVE WATER TABLE __�A PUMP CHAMBER 8" 2" SCH. 40 PVC DISCHARGE PIPE BOTTOM OF PUMP CHAMBER, EL.= 81.00 ELEV.= 81.00 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE GROUNDWATER ESTIMATED AT, OR BELOW, EL.80.2 PROVIDE 2— WIDE ANGLE FLOATS: 6 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NO.1: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) LIBERTY LE40 SERIES PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL N.T.S. 8" TOP g 24" DIA. COVERS 6, /— (TYP.) / - — — — — — — — — — — — — — — — �„— DOSING & STORAGE REQUIREMENTS 6'3" 4" OUTLETS 3 4" INLET POLYSEALS ; A i /i \ /i _ A DESIGN FLOW: 330 GPD POLYSEALS 4,_g„ 5'4" f _ 1 _ ' DOSING REQUIRED: 3 CYCLES/DAY (SAND) 48 330 — 4 82.5 GALLONS/CYCLE LIQUID (SEE NOTE 3) — — DISTANCE REQUIRED BETWEEN PUMP LEVEL _ ON AND PUMP OFF FLOATS: 82.5 GAL/CYCLE = 250 GAL/FT = 0.33 FT/CYCLE (SAY 4") 6" L — — — — — — — — — — — — — — — - STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS 6" BOTTOM STORAGE PROVIDED: " POLYSEALS PLAN VIEW 24" DIA. COVERS INV.(IN) EL: 85.75 - PUMP ON EL: 82.50 = 3.25' 4 CROSS SECTION A-A 4" P.) 24 STORAGE PROVIDED = 3.25' x 250 GAL/FT = 812.5 GALLONS SPECIFICATIONS WIGGIN PRECAST CORP 1000H2O 1.) CONCRETE 5,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 310 CMR SECTION 15.226. 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN 1080 RIVER ROAD, MARSTONS MILLS, MA 02648 4.) REINFORCEMENT PER ASTM C1227-93. Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 5.) DESIGN LOADING AASHTO HS20 Engineering by: SCALE DRAWN JOB. NO. 1000 GALLON H -20 PUMP CHAMBER, Engineering Works, Inc. N.T.S. P.T.M. 158-18 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. I; (508) 477-5313 7/6/18 P.T.M. 3 Of 3 I 09 s BAXTER NYE �JQ ENGINEERING & �" SURVEYING Z Registered Professional Engineers n and Land Surveyors 6EIERALMM. 78 North Street — 3rd Floor Ij I�Ow6 w m. s� � �a toga Hyannis, Massachusetts 02601 ; O / i OF =1 A1�1oks rlv Aoa►RItuL Om Phone — (508) 771-7502FUIII I ES;,,P•� i MID s ac nvmNw/ts to JAP AS PAar�; y amtna'tpr/ta Fox — (508) 771-7622 _ / u„ N�s6 taetei> o •aasem[ www.baxter-nye.com ALP S�tAeRSI0I6'wES el - ` E.. r L'� PLAN Z1 oq([ S�2oso I lawot S T AMP STAMP `SN OF A1gy, J I ' No tar D 4i :11111&= IB71FI96e! /1� d9cy / fAt tar AREA�' :>f. o N G / l �'� L at IW NORw-tm' ,Nw g 1 /, 1AIL IDrwRR. 1(/A c` . 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