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HomeMy WebLinkAbout1275 OST.-W.BARN. RD - Health -- ----- --Wr - 1275 OST _ �jAC_n -- ..�__ Marstons Mills -` — —- A= 126 - 036 TOWN OF1BARNSTABLE LOCATION 12,7 OsHA) a 1�CJ SEWAGE# 9-0(8-(-)l VILLAGE S✓� ��� �A e^)1 S ASSESSOR'S MAP&PARCEL 0�f+ '0 3 C INSTALLER'S NAME&PHONE NO.'Qa4C,q 1`�kDt k11,J` iV C SEPTIC TANK CAPACITY 2 (0-Y.ic3H-45 LEACHING FACILITY:(type) �s�u I��saMr (size)NO.OF BEDROOMS OWNERTI�-c�c'6�on► g PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: &Xwe C f-Pot- 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 ( ,e�N O10-" G2, ® 1N-31, 5' oar — coo oor 37 7& i�- i7 - `12- H 2-- apt No / Fee THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer:_( Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplitation for Disposal *pBtem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. is 9!psa P�vil p—Gll o u/J 1 Owner's Name,Address,and Tel.No. M&r3�oN5 M►Ih, _ �/>, I Assessor's Map/Parcel /A G-0 3 G f10�/J/NS Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. '0,Vs1&5 k -)3(oLv o :Ftjt o�'O��f`1O-`153�/ �N INee-iI S (,v�✓1CS Type of Building: Dwelling No.of Bedrooms 3 Lot Size a©,100 sq.ft. Garbage Grinder( ) Other Type of Building f rSio�tJ ti C, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 o gpd Design flow provided 3q&, 7 gpd Plan Date /?--zG /7 Number of sheets Revision Date Title Size of Septic Tank of 6�y/2z/_- Type of S.A.S. 5r0 CjCt1O,-, Description of Soil Nature of Repairs or Alterations(Answer when applicable) /N.5&/� tI vrw o - wd 2 Too !ihrl G,) '?0 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 thi of Healt . Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ��(� Date Issued .� ., Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABL•Ei; Yes MASSACHUSETTS ftpticatlon for Disposal 6pstem Construction i3ermit Application for a Permit to Construct( ) Repair( Ugrade( ) Abandon( ) ❑Complete System ❑Individual Components " 3sessor'sMap/Parcel ion Address orLot No. /�7pi psi FiviA,-uI J�irta J �$ Owner's Name,Address,and Tel.No. /A G•Q 3 G r f7dr� >N5 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ptl��Gs k 13(oc,1,J TNc Type of Building: 7 Dwelling No.of Bedrooms 3 Lot Size o`l Q;)(X) sq.ft. Garbage Grinder( ) Other Type of Building f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) 130 gpd Design flow provided 3yP, ? god Plan Date /?-- 4 C, -'/7 Number of sheets 3-- Revision Date Title / Size of Septic Tank A Wi gk;,v Type of S.A.S. r(X7 C�LiA11V Li �2C� lLla�v►i7Pl� Description of Soil r Nature of Repairs or Alterations(Answer when applicable) 11V5&11 a A/2'ul a/- kJr Avd a s'00 qe, o j /J'24 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 / ' r.2 - elf j Application Approved by ,..,,_ , Date Application Disapproved by Date for the following reasons Permit No. � ��jj� Date Issued 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 :Do v��c,s A ) I A n) T fJ) - at /.'t7��' a ��P �i' fr h)t° �16 ddlo - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,'�?/ "p/�dated (y J !f Installer , /�!/icri�% L i✓( Designer /.✓a'Yr'f.mot L1/��'!f`J #bedrooms Approved design flow 3 3Cf gpd The issuance of this permit shall not be'construed as a guarantee that the system (will fun`cfi n a designed. Date77t7�"";"�z''-y ` v1 f/ Inspector\. -------------------------- ----------------------- ------------------------------------------------------------------------------------ No. �i� '' k1/' Fee ,fGJc) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) lRepaiir"(�4_� Upgrade Abandon ) Afbandon( ) System located at 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 perr�it. "'•--��, Date Approved by �y Aecacc;nrr DO_Rntl}(`orrla T�� r► _r1 Town of Barnstable Regulatory Services Richard V. Scald, Interim Director BARNSTABLE, 9,0 63 Public Health Division �evMAta Thomas McKean,Director , 200 Main Street,Hyannis,iVIA 0,2601 Office: 508-862-4644 Pax: 308-790-6304 Installer& Designer Certification Form Date: Z- Z L Sewage Permit# %%(21�ICo Assessor's MapTarcel /z,6 03C Designer: 1�n '+nee�';n War s, r,� • Installer-: 17�/k• -j3a'Drvv� Address: I2 W, C rb sst-,e Address: t Cr i36,c I�t S- ire s -Gkr0,o MA 626 4 y c Le- Ma On i '-A c(-1 F3 P,A f�r-C.,r vi 1,c was issued a permit to install a (date) (installer) septic stem at 12Z &kr�i j1 -N. i3yr4.-s�t�Lc based on a design drawn b p Y g y rei-e` e T4 5 (address) / Et�tcl�ne�r�"�tcj' Warlhs IK C , 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. 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 (Le. ,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. I certify that the system, referenced above was eonstructe ance with the terms of the I\A approval letters (if applicable) roe � l R T. tivTEE CIVIL (Installer's Signature) IO• ts1e . RFcrstrg (Designer's Signature) (Affix Designer tamp Here) PLEASE RETURN TO BAR.NSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM. AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTAA.BLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form ReN,8-14-I3.doe it I Page 2 of 2 https://rolb.santanderbank.com/IRSVCDS ENS/s.ssobto?dse contextRoot=true& 2/20/2018 �-� Town of Barnstable Pi JL55 3 Department,of Regulatory Services • BARNSTABLE, Public Health Division Date ` 7 A 1A �e' . 200 Main Street,Hyannis MA 02601 Date Scheduled` /� __� Time 11® Fee Pd � c t — —-- Soil Suitability Assessment for S age Disposal Performed By:���" C �-Z%Z S'- -( (�. - yVitnessed By: LOCATION & GrENERAL INFORMATION Location Address �Z dS+. LA •\3Q✓ Owner's Namc: '(1�1��� � �l Address. 2-7Sia`5-�: kAjdY•.�- Z Ma ins N\.'►`S I lAssessor's Map/Parcel: Engineer's Naine' ., NEW CONSTRUCTION )—_ REPAIR -- Telephone# "j (�� Land Use ��'Lj�CyW,� }-i �_ Slopcs(%) SrtrfaceStones` 0:�^ Distances from: Open Water 13ody-6-1611:i_ ft 'Possii.>le Wet Area&vA-e- ft Drinking Water WeI1�Zl _ft Dminage Way_ f ft Property Line `: _ft Other SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) QD 1 �. II I Parent material(geologic). '_�'� _ Depth to Bedrock Depth to Groundwater: Standing Water in Hole:��-..__ Weeping from Pit Pace � L&-C— Estimated Seasonal High Groundwiter DETERNW[ATION FOR SEASONAL HIGH 'WA.TER TABLE Method Used: Depth Observed standing in obs.hole: __ _in, Depth to sail mottles:_ e � in. Depth to weeping from ride of obs.hole: _- in, Groundwater Adjustment Inde^We•:1#--. Reading 7rt^ ---- Index Welt ..yet "�!I.f ctar- .-_-- A-0 round r1._y" PERCOLATION TEST Date� Ttnte_- Observation Hole# _ 'Dime at 9" Depth of Perc gz+M, IN'k-W V)_ Time at 6" 4c C rzL Start fh-e-soak Time @ — 2 r � Time:i9V-6") ice w- S End Pre-soak RateMin./Inch C S� (��' .,f+Z.;.-(1 /^t✓l�lf > s( "�f�\C�� Site Suitability Assessment: Site Passed-- Site Failed:_ Additional Testing Needed(Y/N)�_— Original: Public Health Division Observrition Bole 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. QASEPTIC�PER CFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color `foil Other Surface(in.) (USDA) (Munsell) Mottling; (Structure,Stones;Boulders. __—__ on istency Gravel) SA1eC 0e_ DEEEP OBSERVATION HOLD,LOG Hole# Depth from :foil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mmisell) Mottling, (Structure,Stones,Boulders. _—® Consistene % ravel st it 16-ct". DEEP OBSERVATION HOLE LOG r HUIc# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlin; (Structure,Stones,Boulders. Consistency.%GravelZ — o— III — -- --- ---.----=----- — -- _— -- — — DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,2 Q[gyti) Flood Insurance Rate MaU: Above 500 year flood boundary No-- Yes _ Within 500 year boundary No Yes Within 100 year flood boundary No Yes D th 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? If not, what is the depth of naturally occurring pervious material? _ r_ Certification p� I certify that on _ (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. tr ' expertise:and experience described in 31.0 CMR 15.017. Signature — ---- -- — Date Q:\SEPTIC\ E:RCFORM.DOC d­.600�_ COASTAL engineering co. December 5,2017 Peter McEntee Engineering Works, Inc. 12 W.Crossfield Rd Forestdale, MA 02644 RE:Grain Size Analysis—Sieve Test(Alternative to Perc Test) 1275 Ckterville West Barnstable Rd,Marstons Mills,MA Dear Peter, Below are the results of the particle size analysis from the sample submitted for the above referenced property.The analysis was 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 Portion Passing#10 89.8R�o 7.t)% 3.2�0 Sieve USDA Soil Textural Classification: Sand MA 310 CMR 15.243 Soil Classification: CLASS Based upon the DEP's Title 5 Alternative to Percolation Testing Policy for System 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 MOW Orleans ( sandwich I Nantucket +: .. d CLIENT: Peter McEntee SAMPLE NUMBER DATE: 12/5/2017 PROJECT NUMBER: r N/A TIME: 8:30 AM '- MUNSELL COLOR ,..k 10YR 4/4 DRY WEIGHT OF SAMPLE(grams): 380 4 ;° SOURCE-OF SAMPLE. rh, Test.Pit - _e- SAMPLED '' ANALYSIS`,` PAN WEIGHT(grams): x 172.2 J �.BY PTM_y; BY: CPM Cumulative Cumulative Project U.S. Weight Percent Percent Sieve Openings Weight Percent Manual Sieve Retained Passing Retained Retained Retained 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. 49.5 49.5 13.01 13.01 86.99 0.08 .2.000 10 38.5 88.0 10.12 23.13 76.87 0.02 0.425 40 163.6 251.6 43.01 66.14 33.86 0.00 0.075 200 98.3 349.9 .2584 91.98 8.02 0.00 0.000 Pan 29.8 379.7 7:83 9982 0.00 Passed Mesh Sieve TOTAL 3793 100 90 1 t I I f 80 IT .. � 11 IH I W '70 3 60 .-*-Sample 1 64 mm SO -+-#4 c 40 -=-#10 d .30 ` -�-#40 a 20 #200 10 0 100.00 10.00 1.00 0.10 0.01 Particle Diameter(mm) CBL GRAVEL SAND SILT OR CLAY CRS I MEDIUM I FINE Orleans I' Sandwich I 'Nantucket .- LEGEND TOP W 100-- EXISTING CONTOUR N it x 100.98 EXISTING SPOT GRADEct r o —W— EXISTING WATER SVC. w o m —G — EXISTING GAS SVC. can n' --e.H.-W-- OVERHEAD WIRES 03 TOPFIELD DR TEST PIT Z ➢ OLD STAGE RD o in BENCHMARK z o v o 9 o w a -+ c zrilu CD z CAPT ' 25 APC 262 STUDLEY RD oF o 0 CAPT a LOCUS DEYOUNG RD LOCUS MAP NOT TO SCALE EXISTING SEPTIC TANK (T2) TOP OF TANK, EL.=9 7.39 EXISTING SEPTIC TANK (Tl) INV.(OUT)=96.06f(VERIFY) TOP OF TANK, EL.=98.74 INV.(OUT)=97.41f(VERIFY) 100.42 101.17 99.82 N 15'22'30 > looV69 CB fnd, :. E.. — • 96.37'. 100, ` I 99,79 ,::`, ;. STONE ORl1/EINA Y: 100,25. x\ 00.83 ' SHED TEN T VPA C. . .: 10037. 100.9 ;... x x 100.56 \ i GS 99,8600,03 DECK i 100.48 �,� PARCEL ID. 126-036 COR./BOTT.STEP 20,100 tSF TBM EL.=100.73 COR./BOTT.STEP I 10 .53 EL.=101.00 100,61 + 3 /10017 Ln x 00 o99,94' C iEXISTING x a36 o q k HOUSE(#1275) DECK 9D vi 100,00:: TOF=101.Ot' 0 o � M � TP TAM z TBM TP-2e H US 99.63 Q•.' 1 101,00 O SHR. PA TI 100.9 m = 3 100,45 100.08 x m 100,34 0' EXISTING S.A.S. (APPROXIMA TE) .< % \ �. '� 32 TO BE ABANDONS : -- :.:' ADD CLEANOUT 11Od13 N I i 0.70 1�0 9.86 PROP. S.A.S. °J� ---- _i 0 SLEEVE SEWER FOR x 9.9 10 FT. EACH SIDE OF 0 — — — —� WATER SVC. CROSSING z VE C m 99.77 0 0 2. FENCE 100.00 — 16 .26 CB fnd, . ., :,. S 12'43'20" W 7, r 99,89 edge 100.16 of 100.52 pavement ' 101.36 BENCHMARK y0S TE1� VILLE- W. BA PNS TA BLEMAG.NAIL SET EL.=100.00 EXISTING EACH PI T (APPROXIMA TE) TO BE PUMPED, FILLED WITH N* OF Mgss9cyG SAND AND ABANDONED o PETER T. MCENTEE CIVIL PROPOSED SEPTIC SYSTEM UPGRADE PLAN No. 35109 R£GISTER�� 1275 OSTERVILLE—W.BARNSTABLE RD., MARSTONS MILLS, MA _ Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 -�f� I�� Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD ``�� 1"=20' P.T.M. 290-17 HODGINS, BRETT A Engineering Works, Inc. 1275 OSTERVILLE—W.BARNSTABLE RD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 12/26/17 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=95.5 FOR A DISTANCE OF 15' FROM THE EDGE OF THE PROPOSED S.A.S. SEPTIC TANK INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=101.0 COVER SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=100.0t F.G. EL.=100.4t VENT F.G. EL.=99.9t (T1) F.G. EL: 100.5t f F.G. EL.=100.4t (T2) f MAINTAIN 2% SLOPE OVER S.A.S. A , L = 89' (Ti) L = 11' (T2) L = 5' S=1% (MIN.) p S=1% (MIN.) 2" LAYER OF 1 8 TO 1 2 4'SCH40 PVC 4"SCH40 PVC / / . E" 610 DOUBLE WASHED STONE to"I " 6 aaaSaaa (OR APPROVED FILTER FABRIC) 14" 0000630 EXISTING 48" LIQUID aaaaaaaa -3/4» TO 1-1/2" DOUBLE LEVEL App 4' 5.2' 4' WASHED STONE GAS INV.=95.67 PROPOSED INV.=95.50 INV.=97.41(T1) D-BOX EFFECTIVE WIDTH = 12.8' 1�.... . ..• . . . • .. INV.=96.06(T2) INV.=95.00 EXISTING SEPTIC TANKS EXISTING-VERIFY 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN NOTES: H-20 RATED 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONIC. ELEV.=96.1 t INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=95.50 INV. ELEV.=95.00 9aaa 2) D-BOX SHALL.BE SET LEVEL AND TRUE TO aaaaaaaaaaa GRADE ON A MECHANICALLY COMPACTED SIX BaaaaBaaaaa INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=93.00 310 CMR15.221(2). 4' 2 x 8.5' = 17.0' 4' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' PERVIOUS MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' (MIN.) ABOVE G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION NO G.W., EL=89.0 - SEPTIC SYSTEM PROFILE N.T.S. 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 CCNFORM TO THE REQUIREMENTS 1EXISTING OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: HOUSE(#1275) DECK -310 CMR 15.405(1)(b): TOF=101.0.± 1) A 3' variance to the 3' maximum cover requirement, for up to 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. SHR. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 29 gyp. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF S 79 9, �p 0- THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ,T HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. T 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I PROP. S.A.S. ^' 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. - 011 9. ALL AREAS BLEARED FOR CONSTRUCTION SHALL BE RESTORED AS (I-- AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE f 25'� DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING S.A.S. LAYOUT CONSTRUCTION. 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 SOIL LOG REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR. TO BACKFILL. DATE: DECEMBER 4, 2017 (REF#15,538) 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND SOIL EVALUATOR: PETER McENTEE PE IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH 100.4 A 0 100.4 A 0" DESIGN CRITERIA SANDY LOAM SANDY LOAM 99 10YR 4/2 99 10YR 4/2 B 8» B 8.. NUMBER OF BEDROOMS: 3 SANDY LOAM SANDY LOAM SOIL TEXTURAL C S: CLASS 1 97.9 10YR 5/8 97.7 10YR 5/8 32 C1 30» C1 ,. DESIGN PERCOL IS N RATE: <5 MIN/IN SILT LOAM SILT LOAM �j 10YR 5/3 10YR 5/3 DAILY FLOW: -130 G.P.D. 94.6 C2 70" 93.4 C2 84" DESIGN FLOW: 330 G.P.D. D M-C SAND GARBAGE GRINDER:' NO 2.5Y 6/644 2.5Y 6/644 LEACHING AREA REQUIRED: (330) = 445.9 S.F. (SAMPLED) 88.9 138" 88.9 138" •74 PERC RATE <5 MIN/IN. (PER SIEVE ANALYSIS) EXISTING SEPTIC TANKS: 2-1000 GALLON CAPACITY TANKS NO GROUNDWATER ENCOUNTERED PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 1275 OSTERVILLE-W.BARNSTABLE RD., MARSTONS MILLS, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. 1"=20' P.T.M. 290-17 DESIGN FLOW FROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE 2 26 17 CHECKED SHEET NO. (508) 477-5313 P.T.M. 1 Of 2