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HomeMy WebLinkAbout0034 SOUND VIEW ROAD - Health 34 .SOVND�VIEW ROAD Centerville A = 247. - 041 _ s k11— SMEAD No. H1630R UPC 10259 smead.com • Made in USA 9:!IrlYC(,�, 2J �'af1 7 3 � r No. d01-2 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(/ Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 5"00 it d V P Owner's Name,Address,and Tel.No. 1 / � Assessor's Map/Parcel GC K-t 49r J-1 �1e q-7—64 I s M4 L.UV.Se RD°"fie Installer's e,Address an Te].No. Designer's Name,Address,and Tel.No.0avicl .(,p n Scot'1 lm, t.t3 c �d Yar^�vU'� �� 1-S ( 'or (Zt GlC'r �i SrrvtV\ 1 c,titi�s ,, dk6o1 'foy .24q outo� Q+ kon , Im/ 02_C Type of Building: Dwelling No.of Bedrooms Lot Size `'tc- •sq-f. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 330 - 0 gpd Plan Date Mcttc� 7 Number of sheets Z_ Revision Date Title sPGI b<< S�r /11 A I�1 dl Size of Septic Tank Type of S.A.S. C 4/46FTS W l7`h Si p ne Description of Soil TOPSD I1 S�bS01 SG uL Nature of Repairs or Alterations(Answer when applicable) (�v 0 12e r�p_ Plow $0 1 0d I104 P6r T q k' np;,boil'okl Ate qod 1 41` Dal 1 er y ppt P101 4 E 'T E - ski 3 i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �� Date Issued 1 No. cam;✓ 1 ""-/ '' P 4 -� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes' 4plication for MisposaI *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) Complete System ❑Individual Components. Location Address or Lot No. 3 SDI$d V 10 V Owner's Name,Address,and Tel.No. Assessor's Map/Parcel' Cegf eru 1. 11c, ;L/_1_/_64W!'tAery Lo✓`,5e, Ha wC Installer's Name,Address,an TI.No. Designer's Name,Address,and Tel.No.Uctuld U•{o"A S c 0� F rwa4t t► 3 O\d Ya r^i e v'R, n. C1`h-a Geo . : vhr R t-jN r— Mr, U&601 S4X .2y�l Dutoy y a r ®2G 5 3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size Q. ae Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided 3 3© - 04 gpd Plan Date Yfttch t7, ZQi 7 Number of sheets Revision Date Title ` eymc bt4,AD t S)��;ye01 A1gm Size of Septic Tank V�00 W4! Type of S.A.S. 2- C 4,ioh -s W r b S'/One Description of Soil I op Nature of Repairs or Alterations(Answer when applicable) PV Q rolla SF' i F, 11 cv)6 1{, Tzeroo-e Flow to 1l" "Hoyt 5.,*j4;t Ood lgw4fM Wl l err 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 (a ! a + 1 Application Approved by ' Date Application Disapproved by Date I' for the following reasons Permit No. ;i-0` 1 1 1 r/ � Date Issued r 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 at e} S'{!go,of �i Ph/ i�� has been constructed in accordance with the provisions of Title 5 and the for Disposal.System Construction Permit N410/7—/07 dda^ted ZI �1 �h Installer *� Designer �M yi d 'J , c_O&I'¢h a h pw r #bedrooms ? Approved design flow Q gpd The issuance of this p`e it shall not be construed as a guarantee that the system will,fu MJn as design d. Date /// /(,,W Inspector } ^^� -------------- ------------ ------ ------- --------- ----- _. © O -- Fee Y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS p1 Misposat 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(�) Abandon( ) System located at Sop h 4 V I Q+y R.ai 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 1mps be completed within three years of the date of this permit. Date 7 �� / Approved by �/ ` TOWN OF BAnRN�STABLE LOCATION �-1 �C)y^t7 V SEWAGE# /-2 VILLAGE r_k',1 U l N�&. ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 5r—Oti _-(?W Qci Ll SEPTIC TANK CAPACITY �"C�� pt C,i k t L �-CA W Sl n 61 LEACHING FACILITY: (type) MQ (-,eAU (size) %A r NO. OF BEDROOMS � C� �� OWNER r PERMIT DATE: q:�IY2 COMPLIANCE DATE: Separation Distance Between the: j Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet II 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 I� 300 feet of leaching facility) ,� Feet FURNISHED BY �p.Q PI C t A Li� �0JA a2 3 o sb\�r\3 v Town of Barnstable of t�ram, N "* Regulatory Services Richard.V. Scali,Interim Dii•cator 4 xnttxsrnHLe,. Y MnPM& Public Health Divisian. 'eornn�° Thomas McKean,Director° 200 Maiii SU cet;Hyannis,MA 02601 Office: -56-,W-4,644 Fax: 508-790-6304 Installer& Designer Certification Form late: .-_J Z017Servage.Permit# 1-60 10*7 Assessor's MapTarcel 2-4"7 `4C Designer: D. CIO V1 6 h 0 W r Installer: i:L E f g fl is on Address:. �v Address: l �Cy-Modt t I-'t�ff On r` .-,,P?(S was issued a permit to.install'a (installer) septic system at 3 jc U h C( Vi Q W based on a:design drawn by t (address) v ri V ,dated 3 117 (desig l _ l-certify that the septic;systcnl referenced above was installed substantially according to the design, vvliich niay'include minor approved changes such as lateral relocation;oF the =distriU ition l ox ndlor;septic tank. Strip out :(if required) was inspected and the soils I �- A Qt=? ef1 tAt t2l Wlk - u , I 'were found satisfactory: �Y � y � �; � 5 5 - .1 certify that the septic system referenccd above was installed with major changes (i.e. g eater than 101 lateral 'relocation of'the SAS orally vertical relocation of any component. . .of thcseptic system) liut in accordance with State & Local Rlegulations. Plan.revision or Ccrti'lie'(I as-built by desigiiei-tO i-"ollow. Strip out(Il'recluired) was inspected and.tile soils wete:fcrund satisfactory-. I certify that the"systcn erenced above"was:constructed i e with tl eJe,rrlls of the IAA alhrova ters (if applicable) as� `"of 44tss�� ,o D ID COUGriANOWR (Installer's Signature) No. 1093 S'NI TAWQi`� Oh '- �yl` (Designer's Sigilature) 1 (Affix,Dcsigr cr s ,tamp Here) i PLEASE RE'VIIN To BARNSTABL1. PUBLIC HEAL'L'I•I DIVISION. CEt2TIFICATE OF COMPLIANCE WILLI, II\r0T Uri, ISSUED UNTIL BOTH TFUS I+OI2 VI AND AS. BU11,T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH H DIVISION.; THANK YOU. Q:AsC atic\DCSig!icr C:crtitintion Form kcv:$-14-13.doc TOWN OF BARNSTABLE LOCATION 3t A SUy^J \I\<W ``d SEWAGE# /-7 VILLAGE U ASSESSOR'S MAP&PARCEL ( INSTALLER'S NAME&PHONE NO. rY_0 E SEPTIC TANK CAPACITY I� J Pt w i k<L $unvL 00161 n n 6k LEACHING FACILITY: (type),Q SW 65AU (size) %-I i $` X NO. OF BEDROOMS OWNER ., Irc, S 01� PERMIT DATE: / COMPLIANCE DATE: � 1 / 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 _�p P1 CV-1 A Li C 3 0 Town of Barnstable P# 15ZS ' Department of Regulatory Services 1 , ewe 1 ; Public Health Division Date Oec 27, 2e>16 'MA83, rE'�a Al 200 Main Street,Hyannis MA 02601 tV l -J Date Scheduled ( Time Fee Pd._1 0b�u Soil Suitability Assessment for Sew ge Disposal Performed-By: Witnessed By: W. LOCATION&.GENERAL INFORMATION Location Address Owner's Name 3`t SCiUh�ViEtJ ROO 1MgrY Le-V CLh�'GI^V'1 Address (� Assessor's Map/Parcel: 1:2A? +I'` _ Engineer's Name NEW CONSTR �UCTION REPAIR ✓ Telephone# r��' o i Land Use' �ti&q4l'a'q� i ah?"yl Sl t �� opes(96) Surface Stones Distances from: Open Water Body It Possible Wot•Area b D _ft Drinking Water Well Dralhage Way 26 ft Property Line A0 4 ft Other ft SIM'TCH:(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands-in proximity to holes) P,04D Parent material(geologic) `�U "t�iv1 I ®�r W � Depth to Bedmak VVP n Depth to Groundwater. Standing Water in Hole: \[Vp k e-w— Weeping from Pitt F'nea D it Bsdmnted Seasonal High Groundwater Vw b f e-- �a t !n Are Vt) 7 U f fi6t e DETERMINATION FOR SEASONALTIIGH WATER TABLE Method Used: _th 0 Tt t 1 4 oa. t�o►te, G� 17(Y Depth Observed standing in obs.hole: lu, Depth tq soil mOttle9: in'. Depth to weeping from side of obs.hole: __ In, Groundwater Adjustment ft. Index Well# Rcading Date: index Well]oval Adj,•factor, ,,._ _Adj.C1routldwatdr-Laval,,_ PERCOLrATION TEST bate i 161.2,017 Time\l Am Observation Halo# � Time at 9" NA Jq i Depth of Pero 6014 Time at 6" h H Start Pro-soak Time @ «`06 Time(91,41 A End Pro-soak 17 Rate Min./Inch INP' Site Suitability Assessment: Sltd Passed ✓ Site Failed: Additional Testing Needed(Y/N) YV 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:\SBPTICU'BRCFORM.DOC • �o vs DEEP.OBSERVATION HOLE LOG Hole# l Depth from Sall Horizon Soil Texture Sdil Color Sall. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders. o islstency.%•drevel) d CD A-P 5and Ly4m LO�'.� 3�Z \,�-A ovle of Lp to DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ' (Structure,Stones,Boulders. gonsistcncy. Q `� '�� �a�d 1oq►� lo`� � 3l2 'Jg>1 rr�all,� a-32 Bw• LorvAy 5w� 32, t38 G Me&VW1 10 `(R 6/¢ . tl L dSL. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., Conslitonoy. to 5qe4 to H'Alf 34-L34 C *41" l Sti DEEP OBSERVATION HOLE LOG Hole# 4 Depth from Soil Horizon Soil Texture Sall Color Sall Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stapes;Boulders, oyn to Flood Insurance Rate Man: Above 500 year Mood boundary No— Yes , Within 500 year boundary No Yes Within`100 year flood boundary No.,✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mtiterial exist in all areas observed throughout the area proposed for the soil absorption system? Ye-S If not,what is the depth of naturally occurring pervious materlal? . Certification ` .V 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 t ining,expertise and experience described in�10 CNM 15.017. ..,I•-='A= ' c• �OF Pdgss9 SignatureLUZ �SE 4 1 Date Sam C, Z01 / ,"-<. DAVID COUGHANOWIR /�EN Q-.\REPT1C\PERCPORM.DOC �O SEA rt,FVALIJ I ; ��pQ FARM HILL - - PT INFO AT 'Sy ROAD 9 B � v � Q I 0 TE P - � � O ¢ SHILL RD QO z v GARB� G R OT SOUND A OWED VIEW �G ®N RD P A D LQ NOT • DTO o 0 C SCALE �- H /�\ L O _ CENTERV/LLE. MA O u — L O C U S M A P 75.00 ft _ ILOT 8 i pARC ELF 49 i NOTES I ASSR MAP 247 PCL 41 i AREA = 0.86 oc+- , 1 EXISTING SEWER LINES ARE TO BE COMPRISING OF REROUTED INSIDE DWELLING AND LOTS 15. 16 AND SHALL EXIT AS INDICATED ON PLAN. ONE HALF OF LOT 17 LOCATE, PUMP, FILL AND ABANDON 'II PLAN BOOK 76 PAGE 1 EXISTING CESSPOOLS AND INSTALLER SHALL ASSESS LANDSCAPING LOT 8 AND WALKWAY PRESERVATION AND REVIEW PLAN BOOK 103 PAGE 127 p FINDINGS WITH OWNER BEFORE STARTING WORK. AND OTHERS NOT DEPICTED t o to I FLOOR PLAN THIS IS A - - - I COLORo C�Oo BED "�A ° I PLAN ROOM USE COLOR PLAN ONLY j I BATH FOR INSTALLATION t LIVING = ENCLOSED FULL DETAIL IS BEST t BED ROOM_ v PORCH VIEWED IN R /� V FULL COLOR LEGEND OOM is SEPTIC COMPONENTS i �I ii i 1500 GAL SEPTIC TANK I 41 EXISTING 40 _ CESSPOOL 39 --- jiOF LOAD LOT 15 15 in I_ DISTRIBUTION BOX M OAK 1. _ _ P \ 15 in 41 r_ iT OAK \ I 1 1 \ IS K I Q OAK \ O O Ot O O \ II --- O BANDON ABANDON AEXISTINNG LINE - p p77p �VES EXISTING lJ I� U 38 LINE I ', _4 --,- ___��. -Top OF , WATER LINE sF�ST�N ExIS'ri LON 40 OVERHEAD WIRE OH G ®Wf1=d.L. 40.78 C0 IB in DEEP SHALLOW CELLAR = UTILITY$ ALL FLOW POLE 1 MINIMALT T\ OAK CELLAR t GRADING PROPOSED- Tg{�LT 37 J I HERE N i 39 OAK I 15 in o IS in OAK PINE 14 ft 1;1 Z PROPOSED SOIL 36 \ RESERVE y ® t 38 ABSORPTION t o o I m 4 Z SYSTEM 14 f AREA I n, 3 -SEE DETAIL j 7 15 in 15 in 37 ON BACK s x� - � 35 $ III r PINE o PWE 12 in D —_OAK - - —36 _ r 35 y 125.00 ft C OADED -� - �O 0pQN5%'B GIS DATUM WE GE OF PAVEMENT � n``//// � ELEVATION V V 40.76 OUND To O OF FpUNDP ofMassjNofMayPLAN 9r ��P DAVID 9�0 --- o DAVID ti� SEWAGE DISPOSAL D. COUGHANOWR Z COUGHANOWR SCALE: I i n = 20 f t SYSTEM PLAN No. 1093 No. 461 O 20 40 -TO SERVE EXISTING DWELLING i MARY LOUISE SFGISiER�� sOq"PROV���� O 10 2 0 �_ �i HOW E OWNERISI OF RECORD [� PRINT ON 11 x 17 in -_ PAPER FOR PROPER SCALE �i ES I34 SOUND VIEW ROAD 155 Geo R der Rd s CENTERVILLE, MA y PROPERTY ADDRESS Chotham. MA 02633 DovidcouOHotmoil.com'f DATE: MARCH 17. 2017 508 364-0894 PG 1i2 -ioB# ETE-4131 ,Aecoe SOL TEST U LOG DATE: JANUARY b. 2017 - D EBIGN CAL CUL A TIONG PERC* 15245 SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461 WITNESSED BY: DAVID STANTON, HEALTH DEPT. DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD TEST PIT NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS PERC AT 60 in - 2 MIN/INCH IN C SOILS INSTALL NEW 1500 GALLON SEPTIC TANK. ELEVATION DEPTH , SOIL USDA INCHES HORIZON TEXTURE (MUNSELL) UNSESOIL O;OR MOTTLES SOIL OTHER DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. 37.25 0-10 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE SOIL ABSORBTION SYSTEM: 34.42 10-34 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE 34-138 C MEDIUM SAND 10 YR 6/4 NONE LOOSE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES 25.75 it NO GROUNDWATER ENCOUNTERED PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT.NT I.OU TEST PIT 2 2 MIN/INCH IN C SOILS THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DEPICTED BELOW CAN LEACH: INCHES HORIZON TEXTURE (MUNSELL) MOTTLES 37.15 0-9 Ap SANDY LOAM 10 YR 3l2 NONE FRIABLE BOTTOM AREA = (24 x 12.5) = 300 sq. ft. 34.48 9-32 Bw. LOAMY SAND 10 YR 4/6 NONE FRIABLE SIDEWALL AREA = (24+24+12.5+12.5)x2 = 146 sq. ft. TOTAL AREA = 446 s ft. 25.60 32-138 C MEDIUM SAND 10 YR 6/4 NONE LOOSE I q NO GROUNDWATER ENCOUNTERED FLOW CAPACITY = 0.74 x 446 = 330.04 gal/day TEST PIT 3 PERC AT 60 In - 2 MIN/INCH IN C SOILS INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED ELEVATION DEPTH SOIL I USDA SOIL SOIL COLOR SOIL 'OTHER BELOW. FLOW CAPACITY = 330.04 got/day WHICH EXCEEDS INCHES HORIZONI TEXTURE (MUNSELL) MOTTLES THE 330 gal/day REQUIRED FOR A THREE BEDROOM DESIGN. 37.20 p ' 0-10 A SANDY LOAM 10 YR 3/2 NONE FRIABLE �+ ------ -• w f-' LOAMY SAND 10 YR 4/6 NONE FRIABLE 34.37 EY 344-38 BC MEDIUM SAND 10 YR 6/4 NONE LOOSE D§J T�1 = U T 1 O N - O• ►; H •° 25.70 s NO GROUNDWATER ENCOUNTERED ° B O RUN LEVEL TEST PIT 4_j ° . OR OR .. 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INChtS HORIZON TEXTURE (MUNSELL) MOTTLES 37.15 0-9 Ap SANDY LOAM 10 YR 3l2 NONE FRIABLE / - 34.48 9-32 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE 12 in C 25.60 32-138 C MEDIUM SAND 10 YR 6/4 NONE LOOSE MIN �� _' _ - FROM _ c c N TANK EST O 1�0� G,ALL Ol`m' SEPTI TANK O 10, \� 6 in STONE BASE 21 ; 2� CROSS SECTION VIEW 1 in NOT TAPER TO SO O SCALE S S T EIIfI • o ®• 00 ® �• 5 ft- _ DRYWELL 24.0 ft 8 in UNIT co y } \ a-+ - IJ ® co LO LO /Oft-6 5 inCO . _ STONE 3.b ft 8.b ft 8.5 ft 13.5 ft INLET OUTLET CO VER CO VER s - SOO GALLON DRYWELL 3 IN DROP a DIMENSIONS & DETAIL i -► Al FLOW LINE � � INSTALL ONE INSPECTION FROM = RISER TO WITHIN THREE BUILDING 10 in, - 14 TO USE INCHES OF FINAL GRADE 1n D-BOX H-10 & INDICATE LOCATION 48 in UNIT ON AS-BUILT LIQUID GAS BAFFLE ��, 33 LEVEL oaoo opp, in 0000z6cn ca_'7o�' �n o o , � I 6 in STONE BASE ��C?OC� �' a •�� I', SEPARATION BETWEEN INLET & OUTLET 102 TEES NO LESS THAN LIQUID DEPTH in CROSS SECTION VIEW CROSS SECTION VIEW - - INSTALL AN APPROVED GEOTEXTILE FABRIC OVER STONE -INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE N STARTING WORK. -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC 00 ., _ :._ CODE (310 CMR 15). 28 314 in TO 24 in ■ 3/4 in TO -INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND 1-1/2 in GRAVEL m IVEa I-i/2 in GRAVED in DEPTH IT UTILITIES BEFORE EXCAVATING FOR SYSTEM. -ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES & APPLIANCES, AND PERIODIC 46 in 58 in 46 in PUMF•1NG OF THE SEPTIC TANK. J -SYSTEM 1S NOT -DESIGNED TO WITHSTAND VEHICULAR LOADING. 150 in DO MOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. -- -- - h IF L : :7z fi TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC EL = 40.76 +- 6 in OF FINAL GRADE-7AND TO PITCH AT 1/8 in/ft MINT. 38.25 37-38 1 -BO { 3MAX T °A L L USE H-20 :_ 35.00 if 36.oo 1500 GALLON REPLUMB 34.25SUP= TANK 34.65 32.25 6 in 34.90 REFER TO DETAIL BOX STONE �0L ABSOO RPTp ON 34.55 BASE REFER TO ii ft 6 in STONE BASE 2 ft SYSTEM O RUN A: 4.5 ft DETAIL BOX q RUN 8: 12 ft NO GROUNDWATER BELOW ; MOTTLING OBSERVED _ 25.60 I' _ I SEWAGE DISPOSAL SYSTEM PLAN 34 SOUND VIEW ROAD CENTERVILLE, MA MARCH 17, 2017 ETE-4131