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0883 BUMPS RIVER ROAD - Health
883 Bumps River Road Centerville A= 167-03 5 5 M E A D� N0.Z•153LOR UPC 12&U snNad wo • Me&to U" ' wnu�nwnmu�rw o IFI or No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incom ter: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLation for Mispo8al 6pstpm Construction 3dErmit Application for a Permit to Construct( ) Repair(P/iloUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. <. �g-5 S,,M f� Q -RV Owner's Name,Address,and Tel.No. � L P+V��✓Ut�1<'. f✓tom.,CJS F I Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ev�L-er—s LA.) S Type of Building: Dwelling No.of.Bedrooms L/ Lot Size 2C7,CKJ y sq.ft. Garbage Grinder( ) Other Type of Building V1py7 C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) I-wo gpd Design flow provided 4YLj4f gpd Plan Date 7/1 �J'3 Number of sheets 2— Revision Date Title Size of Septic Tank /xr^>L riv E Type of S.A.S. A TC L 1.4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) T,.x tee 11 NgvJ S A 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. d 2 Date 7 l! Application Approved by UlfDate Application Disapproved by Date for the following reasons Permit No. Date Issued N ` Fee o. AOL THE COMMONWEALTH OF MASSACHUSETTS Entered incom ter: Yes PUBLIC HEALTH DIVISION ,TOWN OF BARNSTABLE, MASSACHUSETTS 21pplication for Vv1pOsal spit km (Construction Permit Application for a Permit to Construct( ) Repair(/Upgrade( )`Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.ag• -6,JmVs R -20 Owner's Name,Address,and Tel.No. ' GRHfr/v,I 1°e. =JAvVS IG 1 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms `/ Lot Size 4P2,p!7 Lj sq.ft. Garbage Grinder( ) Other Type of Building JA 612t,r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Ulan gpd Design flow provided 11%L6/ gpd Plan Date Number of sheets 2- Revision Date _d Title = - Size of Septic Tank rX,.,i,�, , Type of S.A.S. A f C '5 c, til C Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,,��, \\ Neo, � A 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 an not to place the system in operation until a Certificate of r Compliance has been issued by this Board of Health r I,/- I d 1 y r'?,-- Date / Application Approved by (4 _ "i C, 17/i 1 r l Date Application Disapproved by Date for the following reasons Permit No, U ( �' Date Issued '/ ------------ d�--, - ----- - - - -- - - - TH F COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( w< Upgraded( ) Abandoned( )by 7 14 3 A M N c- at �, �' ,,,,;,,s �,;,w/ 12C has been cons c d i�ccorda �e3 with the provisions of Title 5 and the for Disposal System Construction Permit No.CA Installer Dniabwa A Designer #bedrooms Approved design flow gpd The issuance of this ermit s7,11 t11 not a construed as a guarantee that the syste w'1 ction as designed.41) DateIns ector /,�, i pS ----- ---------------------------------------------------------------------- - --------------------------- ----------�----- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS disposal *pstrm Construction Permit Permission is hereby grant . toeConstruct j)� fRe�pair( ) Upgrade( ) Abandon 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:Co st c o/n must be o pleted within three years of the date of this permit. Date / ' Approved by TOWN OF BA\RNSTABLE LOCATION g83 �yrAps 54or* � SEWAGE# `rZO t`y VILLAGE Ce roi-edU 1`1P ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. 0a1� A c a -'TAX Tq0S-'ix04S"3 SEPTIC TANK CAPACITY >g`ram LEACHING FACILITY.(type) A to sr— d C (size) /1f,2X AS-- NO.OF BEDROOMS L/ OWNER PERMIT DATE: 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 orr:- ----- 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 BYD�4 0 A D ' 30.s - 204 1_ 31 63 3sSul. Town of Barnstable : . P# ' Department of Regulatory-Services _.. _ Puhl><c Health D>< son Date Zt 3 tbJq. �� 200 Main.Stieet,Hyandis MA 02601 ti r Date.Scheduled Time Fee Pd. SoilSuitability Assessment for Se. ; e Digs Performed;B : e_e Y Witnessed By: LOCATIO�'d&=GENERAL INFORII�ITIO1 Locatton Address ` -� 3 : `3 s (12..it. Z Owner's Nameq Address Assessor's Map/Parcel: 63 S. Engineer's Name O..—V"Mc NEW CONSTRUCTION REPAIR Telephone# $ Land Ilse h L �_ Slopes(0b) Z. '�{_ Surface Stones U—d�` Distances from: Open Water Body y ft Possible Wet Area _ft Drinking Water Well �Gft . Drainage Way ft Property Line Q t/� ft Other ft #) SKE-TGH:(Street name,dimensions of lot,exact locations oftest'holes&perc tests,locate wetlands fn proxitnity`to'holes)'' 4 • DTP-2- �- i 0�f� C) 0 1 N ff JM 5 ,r2,/ r— Parent material(geologic) �Ji-� S Depth to Bedrock � �� Depth to Oroundwater. Standing Water in Hole: f' r� �+1cv (�r Weeping from Pitfaee Estimated SeasonalHigh Groundwater � f 7 DETERNIINATION FOR SEASONAL HLGH WATER TABLE - ------ ""�� Method-Used Depth Observed standing in obs.hole: in, Depth to sgllmt)ttlel: Depth to weeping from side of obs.hole: In. amundwater,Adjusttnent ft. Index.Well.# Reading Date: Index Well levelr.� �..,, AcU fkctor Ad,):drCutfdw4tefLevel,,,,o PERCOLATI.ON TEST Date ' Observation Hole# p. Time at 9" ,.........-. Depth of Perc �O 2 l S�l00--5 Tlme.ut 6" start Pre-soak Time @ i n .G r Time(9"41) End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(YM) 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:MPTICVERCFORM.DOC L DEEP:OBSERVATION HOLE LOG Hole#- -- Soil Horizon Soil Other Depth'Rm u Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders: 4 d (L-5r f42 S C • I DEEI OBSERVATION HOLE T OG` Hole# Z Depth from' Soil Horizon Soil Tom- Soil Geier Soil Other Surface.(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Consistency. el) Boulders: . DEEP RVAT OBSEION HOLE LOG Hole# Depth,f ini Soil Horizon Soil Texture Soil Color. Soil Other Surface{in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i DEEP OBSERVATION BOLE LOG Hole# Depth from Soil:Horizon. Soil Texture SoilColor Soil Other Surface(in.) . (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Fiotrd Insurance Rate Map Above 500 year flood'b oun No_ Yes, _ dart , �t Within S00 year'boundary. No Yes Within 160 year flood boundary No 0/1 Yes Depth of Naturally Occurring Pervious Material does°At,least four feet of naturally occurring pervi us material exist in till areas observed throughout the. area proposed for the soil absorption system? If.not,.whatas the depth.of nattiraily occurring pervious.matoriai? Ce ad°n I certify that:on (date)I have•passed thesoil evaluator exauiina6on approved by the i ection and that the above analysts was`ped rtned by me consistent with :• Department of Envi nmental Prot the regwred-tratning expertise and:expenence desenbed in 3lU C1VIR 15.017: Slgnature Date ( 3 L Q�SEpT1G1l'BRCBORM.DOC ♦ +� j A� D 3`' THE BOARD A® OF MACS-SACHUSETTS �� I � � • �� HGr�TH l..............OF........ .. -:"Ys/.... . ........................ Vpplication A.Ppliratiun -far i u�ttl ,ark (inn rnrti>an rrmft is hereby"made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal �yst at ------•-' .. .-' • ---------------------- ------------- ......--•---------------- ----------- Location/d.dress ��/ G�/P___ _A/ Owner . Address ,Wa _......_ ----- ,�LG ............................................................. •----- G?�14G�d1.� Installer Address U Type of Building Size ....Sq. feet Dwelling—No. of Bedrooms---- -------------------------------------ExpansYttic ( ) Garbage Grinder ( ) p-, Other—Type of Building .. .... . .. .. ..�--._-•. No. of persons..._ _............. ShowersCafeteria ( ) a' Other fixtures ............................... . . W Design Flow.....................43�..............gallons per person per day. Total daily flow-------- -.-_-----.-.-_...........gallons. WSeptic Tcutk-L Liquid capacity/_.gallons Length---------------- Width..._..-..-_--- Diameter_.---_-------- Depth--- ------------ x Disposal Trench—No. .................... NVidth-------------------- Total Length.._-_-_.._...-.---_ Total leaching area--------------------sq. ft. Seepage Pit No..........--.._..-- Diameter----�W.10--- Depth below inlet------------- Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) /J ,f� i3. —/ �7 Percolation Test Results Performed by----------------------------- ---------------- ........................... Date-------------------------------------- Test Pit No. 1----------------minutes per inch Depth of "Pest Pit..._....,-_•_._..--- Depth to ground water----------.---------_-- 1:14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water...........--........... 0 Description of Soil.---- -f � ����f � �� _°t'�� -- ..--- -- ----------------- -- W ---------------------••-------------------------------------------.............------•"-'--'------•--.......--' -- --- ---- ----- --- U Nature of Repairs or Alterations—Answer when applicable...- ....--& .-�i -----(__--_---�-- -- ._...-- ------- , - -—...-----�--------------------------U Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—Th ndersigned JAIrther agrees not to place the system in operation until a Certificate of Compliance has be', ie the a, ea Sign ------------- --- --'-'----- `. •-- ---- -------------------------------- Date Application Approved B � --......:- r ---------------- Date Application Disapproved for the following reasons-------------------------------••--•---------------------------••-------•-------....---------------------------- .............•----'-'---.....--•-----•----------'-----------'--.----'-------'---_..•----'--'-----•---'-'.----...---'-----------......-----'----------------._...------------------''---------.......... Date PermitNo..................................................•--•'_. Issued. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD XO HEq TH Aplifirattun -for Dtgpu,ial Worbi Tomitrurtion Vrrnift Application is hereby'made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal Syst at: ........-- ........-- ••-•--•-••--.. ' Location ddress or Lot Owner i Address ±/.........— -_ ,;, -"•".----....-"--"-"----•-----------•-------------------"-- ....------.......--..-•-------- Installer Address d Type of Building Size Lot__;?0 ' f4'----Sq. feet V Dwelling—No. of Bedrooms__ Expansion ttic ( ) Garbage Grinder ( ) U a Other—Type of Building -_--- -- -_•----------- P __ s. (� ) — ( ) No. of et cons-____ ___________________`Showers Cafeteria-' Otherfixtures .................................................... ---------------------------------------•--4-------•-------•---•--------------------•---• ------ W Design Flow.....................4^a..............gallons per person per day. Total daily flow....... ...........................gallons. W Septic Tank l Liquid capacity __gallons Length--_------------- Width------.......... Depth.--______-.-... a-e""' x Disposal Trench—No..................... Widt�l1.._.__ .__.._-.-_. Total Length-------------------- Total.'leaching area-_-__-__---_.--__•_•sq. ft. Seepage Pit%No---------I___-____• Diameter__-G X� ___ Depth below inlet___________ ______ Total leaching area____..-__-_--____sq. ft. Z Other Distribution box ( ) P" Dosing tank ( ) �J j C " � � 77 ,.. Percolations`Test Results Performed bY-------------------------------------------------------------------------- Date----------- .............. ------------- ,� Test Pit No. 1_._......_...____min ltes.per inch Depth} of "Pest Pit--------------------_Depth to around;water_._._.--_-- ------ rX4 Test Pit No;2________________a. inutes per inch ,epth of Test Pit __.___.._..______. Depth to ground meter.__.-____' - .; r O � Yf �� 2 t Description of Soil .- [P--...� -- ......-•--•- •. • �� - -.... *�u -- ---- ---------- ------ ------ r< x 1 -------I------------------------------ --------------------------------------------------------- .------------------------------- V Nature of Repairs or Alterations—Answer when applicable.-__________________________________________................_----------_------------------------ --------------------------------------------------- --------------------- •==--=---•----••---------------•- --•- ---- --_. Agreement: �. The undersigned agrees to 'iristall the aforedescribed Individual Sewage Disposal,System in accordance with the provisions of Article XI of•the State Sanitary Code—Th ndersigne. r_ther agrees not to place the system in operation until a Certificate of Compliance has b S th ea Sig d.._... ..... ' = ----••------ - «6r ` Date Application Approved By---- --- -`! �l -- - -----------• ------- '" ------ Date Application Disapproved for the,f ollowing reasons=-----==--- ------•-•-- ...........................=-----•------••...._...........•••---------...-----•-----•••... F, • --•-•--•...............•-•----•••---•-•--.....------.....-----------•----------------------•-----------"------------•--•-•--------•--------------------------••-----•----------------------------..---- Date Permit No. ==-------------- Issued ......7............... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i . ........ ......!r '. ........O F'. L ..........................".................... %:.Prrttf tratr of fU'nmpliaurr I O CERTIFY, That'the Individual Sewage Disposal System constructed. ( �or Repaired by •------ -- --------------- -- Installer at --------•- -- -----• -_ . - 6� . has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated--._Al. �—"7__'?'_.....I........... THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 4 DATE .................. Inspector-------- ........ ------ •-••................ < " . THE COMMONWEALTH OF MASSACHU TTS_ BOARD 40F HF�AL H 7 [jh }x No.........1.............. FEE lr '.- �triv � ..i >a � witrurtion Vrrmit Permissiotyye hereby granted_ Y -------------_------ ------------..........------------- to Constr or Repa• ( ) an Indiv' ual,Sew e I osal s e atNo ......J7u�. ----�" "r". n ��------•-•--.....-•--------------=------•-----"--- Street as shown on the application for Disposal Works Constructio ermit ,o.___-____ -_____--- Dated_Y_d.�77................... f; -------------------------• _ 4 ra dof •Iealth �7 . DATE ------------------------ ------ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS / 3© L.AfCATII SEWA E PERMIT N0. VILLAGE IN1��I. LEJi'S NAME & ADDRESS B U.I DEAR/ OR OWNER DATE-' PERMIT ISSUED 4 DATE COMPLIANCE ISSUED 7/7/-77 r �� �; �,f C� ., j t N LEGEND 6"7 ® —— 98 —— EXISTING CONTOUR Cr x 100.98 EXISTING SPOT GRADE a —W EXISTING WATER SERVICE —G EXISTING GAS SERVICE �a —6.H.W-- OVERHEAD WIRES ,e< TEST PIT UTILITY POLE go�Q E7 BENCHMARK 0 LOCUS ' Q � LOCUS MAP NOT TO SCALE 44.17 o A catchbasin 44,33 R43.54 O 43.72VER IX 44.21 43,78UMPS t men of ewe edge: � .44,00_:'...; 44.12 -;< K. SETS." x 43.76 44.42 50 5 5 (LOT 2) BENCHMARK MBL 167 035 OUTSIDE �O SBU��KH��D / 20,094 S.F. + 42.57 EXISTING LEACH PIT 42.38 + 42.33 TO BE PUMPED & FILLED W SAND AND ABANDONED / _ cn of l,Wn xz42,69 y edge G 2.71 43.64~ 0. 43.00 :" rn J�5 9� 43,4 O O LIGHPOLE X - 42.71 `< EX/ST/ x 43.11 +.4 88 NG • - ,�� HOUSE(#883) `!' �) T.O.F.=44.6f c0, 00 X•'43.2,7 43,72 .59 42.62• �J _ SPIK 4 ---- - / ,.A - DECK 4 32 I 42.2.2 X c 41.43F� TP-1 ,42.01 x '42, i L� 10 41.46 TP-2 GARAGE 1�? 42 4L86. 41.42 Stone 7 _ DIIV6WOy ... > '. 41.4 40.59_---__— 40 EXIS71NG SEPTIC TANK .44` N 16 2l (TO REMAIN) TOP OF TANK, EL.=41.62 __----- INV.(OUT)=40.29t o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN McE 883 BUMPS RIVER ROAD, CENTERVILLE, MA CIVILIL `� No. 35109 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 S1ERS�`�� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. No. �0, IVANOSKI, PAUL M & SUSAN C TRS Engineering Works, Inc. 1"=20' P.T.M. 167-13 883 BUMPS RIVER ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. �� CENTERVILLE, MA 02632 (508) 477-5313 7/1/13 P.T.M. 1 of 2 a'. NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.39.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. 1 SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EXISTING F.G. EL.=42.8t F.G. EL.=42.3t F.G. EL.=42.3(MAX.) MAINTAIN 2% GRADE (MIN.) OVER S.A.S. _ INSPECTION L - 9' L - 9'��) PORT S=1% (MIN.) @ S=1% (MIN.) 1 MINIMUM) 4"SCH40 PVC 4"SCH40 PVC it6" tD"I 6 t 4" 10.75" TO EXISTING 48" LIQUID - INVERT LEVEL ADD GAS BAFFLE I14V.=39.67 PROPOSED INV.=39.50 5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' INV.=40.29t D-BOX INV.=38.9 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=39.33 - INV. ELEV.=38.90 , INVERTS, PRIOR TO INSTALLATION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=38.00-� GRADE ON A MECHANICALLY COMPACTED SIX 2.83' INCH CRUSHED STONE BASE, AS SPECIFIED i -1 IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=14.2' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=31.6 = MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 5 ROWS OF 5-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. i GENERAL NOTES: SOIL LOG 1 BOARD HANGES TO OF HEALTTHTHIS PLAN MUST AND THE DESIGNEE ENGINEER. BY THE LOCAL SOIL EVALUATOR:E 18,PETER2013 McENTEEFPE(SE#1542) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONNA MIORANDI R.S. HEALTH AGENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH ' LOCAL RULES AND REGULATIONS. 3._THE SEWAGE DISPOSAL_SYSTEM SHALL NOT BE BACKFILLED PRIOR 41.8 A_ _�_ f 41.6 A 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SANDY LOAM SANDY LOAM DESIGN ENGINEER. 41.1 B 10YR 4/2 8" 40.6 B 10YR 4/2 12" r j 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SANDY LOAM SANDY LOAM ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/6 10YR 5/6 39.3 30" 39.1 30" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. C C 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC t j 38"/50" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/4 2.5Y 6/4 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 31.8 120" 31.6 120" I THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE <2 MIN/IN. ("C" HORIZON) CONSTRUCTION. NO GROUNDWATER ENCOUNTERED 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 1 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). y 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL 63.25" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 16" a 4 34. 5 DESIGN CRITERIA TOP VIEW 6D" NUMBER OF BEDROOMS: 4 BEDROOMS END CAP END CAP FRONT VIEW SIDE VIEW SOIL TEXTURAL CLASS: CLASS I END CAP DESIGN PERCOLATION RATE: <2 MIN/IN REAR/TOP VIEW NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW DAILY FLOW: 440 G.P.D. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DESIGN FLOW: 440 G.P.D. 4640 TRUEMAN BLVD GARBAGE GRINDER: NO LLLLL HILLIARD, OHIO 43026 Arc 36HC DETAIL a LEACHING AREA REQUIRED: (440) = 594.6 S.F. ADVANCED DRAINAGE srsrEas•INC. 74 PROPOSED SEPTIC SYSTEM UPGRADE PLAN EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 5 OUTLET (MINIMUM) 883 BUMPS RIVER ROAD, CENTERVILLE, MA USE 5 ROWS OF 5-ADS Arc 36 UNITS WITH NO Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 SEPARATION BETWEEN EACH ROW & NO STONE Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering Works, Inc. N.T.S. P.T.M. 167-13 (Arc36HC Units) 25 UNITS x 5.0 LF x 4.80 SF/LF = 600.0 SF 12 West Crossfield Road,'Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(600.0 S.F.) = 444.0 G.P.D. (508) 477-5313 7/1/13 P.T.M. 2 Of 2 i t QS *41MG PIT IRi kj /� ii 063 OC) 4, 8 tJ i Fo L r) dci t lo ri P I u r r ii r r s tj b M cl S -,S-�, A L EN Ho n /I E S, l r c, CERTI FY THAT THE A13 ,v, VE FOUNDATl JN /� SHOVt N ON THE PLAN AS l T EX1 5 TS ON THE. V Ru UND A NE) THA i' / T (ONFORA45 TO THE TOWN JF 1311 RNSTABLF REGULATIONS,