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HomeMy WebLinkAbout0015 THISTLE DRIVE - Health 15 Thistle Drive Centerville A= 171 — 076 . o m *Pendafle,yr 0 Esselte 42101/3 ORA 100/o K a s d No. / ^ I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfitatiou for Misposal �&pstem Construction permit Application for a Permit to Construct( ) Repair(' ) Upgrade(Abandon( ) [ omplete System ❑Individual Components Location Address or Lot No. , Owner's Name,Address, ��B and Tel.No. -CK� Assessor's Map/Parcel `'1 � -�34 Installer's Name,Address,and Tel.No. 49Q56 Designer's Name,Address,and Tel.No.$aj'_�,1Cp_33(e Type of Building: Dwelling No.of Bedrooms Lot Size ( sf DO sq.ft. Garbage Grinder( ) Other Type of Building ��� No.of Persons-' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided gpd Plan Date a ` Number of sheets Revision Date Title tt Size of Septic Tank ( S �j ( , Type of S.A.S. a -Sa® 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. igned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.� � (© "� "! Date Issued �`------- ------ ---_-----_-- ------- - TOWN OF BARNSTABLE LOCATION SEWAGE# C/ J VILLAGE ASSESSOR'S MAP&PARCEL 1 /077 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 4 o C) LEACHING FACILITY: (type)Ca,, � _ w/-fr& (size) NO.OF BEDROOMS OWNER ` PERMIT DATE: c COMPLIANCE DATE: 3 2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility }C,-7 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) 6 Feet FURNISHED BY 15 0 t4 No. / / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVI6117=tTOWN OF BARNSTABLE, MASSACHUSETTS Yes RppYication for Disposal *pstrm Construction V mit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) [ omplete System ❑Individual Components Location Address or Lot No. ry Owner's Name,Address,and Tel.No.5,S -Y5?`:?`I oD f Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. 5 ��S Designer's Name,Address,and Tel.No.So?_ 33 Type of Building: Dwelling 'No.of Bedrooms Lot Size t S: 0O C) sq.ft. Garbage Grinder( ) Other Type of Building `�\eS No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided 3 r� S gpd Plan Date Number of sheets Revision Date z Title Size of Septic Tank ( FyQj—_) �ap� , Type of S.A.S. _c�k -SQp n-q( Description of Soil :'C-e_ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: C 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. igned Date a b Application Approved by Date Application Disapproved by Date for the following reasons f Permit No.� '(� z ' 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 qX . Abandoned( )by �ty-p J-- at 5 '\ t� \ �]1^`� y-P _ has been constructed in accordance ) / with the provisions of Title 5 and the for Disposal System Construction Permit N-o-, /(a �G G�/dated :5k /n a / tv r �7 _ Installer'�c,�-4e_,Qg G a Designer "r #bedrooms Approved design flow 33 gpd The issuance of this permit shall not bee co strued as a uarantee that the system ill on as desi ned. Date p ��� � g Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. ,y ( Fee /0 a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3pPrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade(1/< Abandon( ) System located at 5 ��: tf-�-,:r U< 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 e c mpleted ithin three years of the date of this permit. Date �2S � �� Approved by Town of Barnstable Regulatory Services r . Richard V. Scali�Interim Director . r BARNSrABLE, r 9�A M : ��� Public Health Division 'f163; Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form -7 Date: *ko Sewage Permit#Q0t6-©'-( t Assessor's Map\Parcel '� I Designer: V' sn� Installer: Address: ti &,%.A q1SV l Address: MA as issued a permit to install a (dat ) _ (installer) septic system at ��j �M� Y� ��1 w �Qbased on a design drawn by p (address) dated v (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 certifythat the septic stem referenced above was installed with major changes i.e. p Y J g ( 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 construct _ e with the terms of the IAA approval letters(if applicable) RREN AA. Y (Installer's Signature) A 1 I V !w T1 Designer's Signature) (Affix Designer amp Here) PLEASE RETURN TO BARNS LE 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:\Septic\Designer Certification Form Rev 8-14-13.doc GIs- /71-a �, LO,CATTN am SEWAGE PERMIT NO.® o VILLAGE O �. �rid �"��► �� INS.TA LLER'S NAME ,,& ADDRESS B UI*LDE R OR OWNER r4.t Aj Yt DATE P'ERM.IT ISSUED DAT E C 0 M P L I A N C E ISSUED �� �� i i I t J fly VC vie Town of Barnstable P# /�?59 Department of Regulatory Services eNwsres Public Health Division Date 2' 2 MAWL 200 Main Street,Hyannis MA 02601 IN y Date Scheduled_ ( Time (/ in/I Fee Pd. 4D oil Suitability Assessment for Sewage Disposal Performed By: A f,(e Witnessed By:�U l_(i�iA i U wb (' J, LOCATION & GENERAL INFORMATION Location Address e ) Owner's Name C".��.nc�,-�1.��•r=�'.r��h-.�"� Address Assessor's Map/Parcel: 1 /O'7 Engineer's Name '�—,e�,l QAs��w V\/\-%�- ej - NEW CONSTRUCTION A REPAIR Telephone# S c� -'�o _ 3 3/! Land Use 0110EWTA,,/ Slopes(�'o) n� P + Surface Stones. Distances from: Open Water Body , f�►�� ft Possible Wet Area ft Drinking Water Well ft Drainage Way } /DU ft Property Line >i D ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) sue- �� �144 16 Parent material(geologic) .� W�vvuSLI Depth to Bedrock Depth to Groundwater. St ding Water in Hole:/. N/* Weeping from Pit Face /✓�/ Estimated Seasonal High Groundwater N l'C DETERMINATION FOR SEASONAL HIGH'WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: ht. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level_ Adj,factor Add.Groundwater Level_ PERCOLATION TEST Matt:_._ 'rime Observation , Hole# ( Time at 9" ._�I� Depth of Perc Time at 6" Start Pre-soak Time @ 110 3 Time(9"-6") End Pre-soak ` Rate Min./Inch 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 witl.An 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\S EPTIC\PERCFORM.DOC DEEP.OESERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil �—Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones;Boulders. it onsistency %aravell -(o Lo rn 231� I& sh, 61 DEEP O$SERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rav • " 3$"�144'' L ��f� �• 6 � DEEP OBSERVATION HOLE LOG Hole# N fA Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muusell) Mottling (Structure,Stones,Boulders. Con i to c O e DEEP OBSERVATION DOLE LOG Hole# /V Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Map: / Above 500 year flood boundary .No_ Yes v___ Within 500 year boundary No Yes Within 100 year flood boundary No,_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p vious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environm • tal Protection and that the above analysis was performed by me consistent with . the required trai l e. ertise and experience described in 310 CMR 15.01m4f Signature Date Q:\SEP'rICVERCFORM.DOC No.......... ./ --- k �r Ftz$.....�1�............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 06 j _....._... ... ............_....OF...................................... .....•---........................------. � 5 Apphration -for Uio oottl Works Tonstrurtion Vrruift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...�° ?......_..�``� 'i'LS.TI:ft......... .......... ..........1 ......................... H06................................................ f�e Locat' n 6 .... �' or Lot No. fir✓ � ?t ..5 ...... 1 Owns Address -•----•v7 S-------------------------- ---------------•._...1 �-�.c4��� � .................. Installer Address Type of Building Size Lot... C1Z!" -----Sq. feet Dwellingk!��No. of Bedrooms..-._-___._.� .......................Expansion Attic Garbage Grinder (/Wj Other—Type of Building ............................ No. of persons......... 1............... Showers (! ) — Cafeteria ( ) 0.' Other Mures ..--•---.........:-----•------- w Design Flow.c. ..�1........_...1_..---__--gallons per person per day. Total daily flow_____________�-�_______---.--._--gallons. WSeptic Tank—Liquid capacityl. _gallons Length..._._-_-___-- Width._...e�7. Diameter________________ Depth.-.--.--__...... x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) •- ei- /0 c* - Id' 2 �-' --710 aPercolation Test ,Results Performed by.......................................................................... Date--------------------------------------.. a Test Pit No. I................minutes per inch Depth of "Pest Pit-------------------- Depth to ground water------------------------ 4q Test Pit No.2----------------minutes per inch Depth of Test Pit.................... Depth to ground water__.--.---__.----.._..___ �+ ------------•aj--------a--------} - - ... .... - r 1 J O De�scriptiort�of Soil X' _ (D' 3 - -------- � -- ------- r� - w U Nature of Repairs or Alterations—Answer when applicable..---------------------------------------------------------------------------------------------- -------------- --- ----•-----------------------------------------------•------••---------- 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— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued by the board of health. ignef.... ---•••--------------• ---- -------•----•----_--- Date Application Approved By-----------... --- . -•- -- . - �vlil ��- _..7. ---------- T Date Application Disapproved for the following reasons---------- ------------ - -------------------------•--_.--.----.-----.-..--...---------------------•--------- --•------------------------------•-------------•------------------ Date a PermitNo......................................................... Issued........................... ............................ Date No...........y/_ + Fics.......� ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............OF..................................... . ....................................I.---•-•-- Appliratiuu -fur Ui.ipuutt1 Works Totwtrurtion Vrruiit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System_at: _ .......-•-•------ -------•-- LocatiQQn•Address or Lot No. Own7 Address �y ---•-------•-=•✓--R-C/•S.....................•--•. -•---•---•----•--•--- ` 1 tom~ j -- Installer Address d Type of Building Size Lot.... t.Of/*�.._..Sq. feet Dwelling k No. of Bedrooms.._____....�---'____________________Expansion�Attic (�-� Garbage Grinder (/�} Other—Type of Building ............................ No. of persons.........._.1.............. Showers Cafeteria ( ) Otherfyxtures --•-----------------------••----•--•------------•------• •-•---------•----------•-----•-•-----•-----------------------------------•-•-------.---- W Design Flow.._.....,,5__G......................gallons per person per day. Total daily flow.............. «-------------.---gallons. 9 Septic Tank fLiquid capacity_1-0.&gallons Length------4_....... Width------- . Diameter________________ Depth._..__.__._..... xDisposal Trench—No- ____________________ Width-------------------- Total Length_--_-•__--__-______ Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet____________________ Total leaching area........----------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) — ej- /0 e- /0" -2 —`7�p aPercolation Test Results Performed bY.......................................................................... Date------------------------------••------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water.................... �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-.._.___-___-__._____--- O Description of Soil------ -G--- -- V�k.. 3` �7,� G =... ,c-t ' ----------------------------------------- W � -- U Nature of Repairs or Alterations—Answer when applicable.................._----------------------------------------------------________________________- ••---••-•••--------------•------•---•--...--------------------------........----....---•-------•••-•------...--------------------••---------•-------•-------------•--...-----....------------- --------- 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— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been-i sued by the board of health. igne Date Application Approved By._..... t�- �/_ %- 7 G:-------- Date Application Disapproved for the following reasons:. -------------------------------------------------- ----------------•• --------------•---- ---------------------------------------------------------;............................................................................................................................................... Date PermitNo--------------------------------------------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS aa ^ BOARD HEALTH � - ............ .......O F.. .�.......�.----- - .— 1..'jlL�l.. .... . Trrtif iraV of %T"amphaurr TH� CER FFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by �'- "� --•-------- _------"I-- ; at. - -. -- --- �nstaller i has been installed in accordance with the provisions of Ar le I of The State Sanitary Code asgqdescrib d in the application for Disposal Works Construction Permit No_____ ________ y :___..__..... dated--.._��'...1....._7 ...___......... THE ISSUANCE OF THIS CERTIF;CATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �-- DATE--------/ , ----- Ins ector ---- ------_.... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH 7� ..................O F........: D FEE-•-- No.••-••••- .... ........ -----•........... 11,1,T, L trurtiou Vamit Permission t hereby granted - ----�`1�----.---- -­------------------------ .................................. Construct or Repair(/ ) an i�dr_sewpgeDispos�Syst at No.. r � ✓� as shown on the application for Disposal Works Construction Permit ated__ -___�-_.7 ........... �Gl�t Board alt DATE----------------------------------------------------------------•-•-•---•--•--•- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS LEGEND CENTERVILLE PROPOSED CONTOUR ' 79 8-1 PROPOSED SPOT GRADE OLD STAGE ROAD __ 98 _ _ EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE 1N-- EXISTING WATER SERVICE Ty�sT� TEST PIT Lo us SCALE: 1"=20' �� lG �o Y LOT 74 ` S� 00 2 00 LOT 75 PARCEL ID: PARCEL ID: pp 171/076 ` N 171/075 1h0 AREA=15,000 S.F. LOCUS MAP 58.2 LOCUS INFORMATION `S8 PLAN REF: 247/84 TITLE REF: 11555/50 PARCEL ID: MAP 171 PAR. 76 IN STATE ZONE II ZONING: "RC" FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO561J DATED:07/16/14 58.9 =_ = W . TBM-60.0' #15 = %' SEPTIC SYSTEM 57.4 ; COR. BLHD - - W . ;'' ;- REPAIR PLAN = TOF=60.64 / UTILS r_ _ LOCATED AT: #15 THISTLE DRIVE 57.3 � PROP. 1,500G - _ __ - ! F, - ----�SEPTIC TANK '�� f = = µ `.,0�\� -- _ CEN TER VI LLE, MA. PREPARED FOR 24" OAK O 58.9 TWIN 0 WENDY S. WELNINSKI/ --�� �36" READY ROOTER EXC. EXTS"1- 1, OOG FEBRUARY 21, 2016 SEPTIC TANK , LP \`� _ ��ti _--- 58 O• 57.3 -' --_��� 1h �� OF Mgsf9� 0 57.2 yG DAREN M. 3 57.3 Y�'R LOT 73 �� �N,g�i'io '�--- PARCEL ID: 57.3 171/077 SNc l0 12� I / �., � V1lo p�0 PARCEL ID: °o 171/097 ° 57.1 ° 36" 30" 1 MEYER & SONS, INC. GRAPHIC SCALE P.O. BOX 981 20 0 10 20 40 80 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 i ( IN FEET ) meyerandsonsinc@gmoil.com 1 inch = 20 ft. SHEET 1 OF 2 J#1808 J )f , I ' ELEV. TOP FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (57.3) 60.64 -\ F.G.EL: 58.1 F.G.EL: 58.1 F.G. EL: 57,6 a i MAINTAIN 2% MIN SLOPE OVER LEACHING AREA .D :Q I 2" OF 3/8" DOUBLE WASHED 3/4" . , F.G.EL: 57.0 p STONE OR FILTER FABRIC DOUBLE WASHED STONE :a 6" 4" SCH 40 PVC 17 10"I { 6 ®®I®Ia. O ®®®® 14" S= 1% (MIN.) ®®®®®®®®®®® :Q 4E,SCH ARE 40TP BE INV.55.25 F �..::.: E F. DEPTH ®®®®®®®®®®® INV.55.75 I NV.2 .30 4' 2 X 8.5' 4' GAS PROPOSED D 3 EXISTING OUT LET BAFFLE FFECTIVE LENGTH = 25' INV. 57.55 INV. 56.0 DISTRIBUTION B (H20) INV. ELEV.= 19 0 L7' PROPOSED 1 ,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ������ OF MAssq�y -, BREAKOUT OUTLET TEE AS MANUFACTURED BY a ELEV.= 55.0 TUF-TITE, ZABEL, OR EQUAL o D RRE Y�N M. �, TOP CONC. ELEV.= 55.0 R N. 1�o INV. ELEV.= 54.0 �Ma 0 au NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ®®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION $TES ®®®®®® ®®®®®®® 2) TANK AND D-BOX SHALL BE SET LEVEL AND MNIT00' BOTTOM EL.= 52.0 TRUE TO GRADE ON A MECHANICALLY COMPACTED 3.75' 5 FT. 3.75' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN - , 310 CMR 15.221(2) `� SEPARATION 6.70 FT. E FECTiVE WIDTH = 12.5 3) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE GAS BAFFLE AS REQUIRED SO ABSORPTION SYSTEM SECTION BO OM OF TESTHOLE EL: 45.30 (500 GALLON LEACH CHAMBER) GENERAL NOTES: SOIL, LOGS P#:14958 SIGN CRITERIA 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 SEDROOMM BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: FEBRUARY 11, 2016 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVE STANTON, BARNSTABLE HEALTH TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder) DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP- 1 Depth Elev. TP-2 Depth 330 gpd x 200% = 660 gpd, USE PROPOSED 1,500 GAL. SEPTIC TANK ENGINEER BEFORE CONSTRUCTION CONTINUES. 57.3 A 0" 57.3 A 0" (330) = 445.94 S.F. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LEACHING AREA REQUIRED: 4f LOAMY SAND LOAMYYR SAND .74 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF l HEALTH FOR CONTRACTOR INSPECTIONS DURING CONSTRUCTIONIFY THE LOCAL . 56.8 OF 56.8 B 6" 56.8 B 6" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' �[ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LOAMY SAND r LOAMY SAND STONE ON SIDES & 3.75' STONE ON SIDES: 25 L x 12.5' W x 2'D 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 10YR 5/8 10YR 5/8 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. BOTTOM AREA: 25 x 12.5= 312.5 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 54.12 38" 54.12 38" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING C C SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF CONSTRUCTION. _ _ TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. M�jp t MSAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 2.5Y 6/6 2.5Y 6/6 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE PLAN AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 45.3 144" 45.3 144" 15 THISTLE DRIVE, CENTERVILLE, MA 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. <2MIIN/INCH IN "C2" SOILS 15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Prepared for: Welninski/Ready Rooter Exc. Engineering and Survey by: SCALE DRAWN • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 DATE CHECKED SHEET requirements of 310 CMR 15,017. I further certify that I have passed the Soil Eval. Exam in October, 1999. EAST SANDWICH,MA 02537 508-362-2922 02/*4/16 DMM 2 of 2 Z-0; 7s A /0 -2S - 76 ✓� F _ p o w s4 � o_ ', Z'AUL G!`c ZA V ` 3� ,,/A ` Lor 74 A ens 5' PA?�ok? ; Q 1 20 z' Lo-r -73 t k ' I tit/N/MUIt/! 1 r3 u L D/niG S ETL3AC1---- .26QC J 2e-MEh/775 ZO ' F'20/V 7- <o' S/DE /p ' T2F_.4 72- f-�2o po SED 3 B E-,D 12ooti1S SEPTIC 5YSTEM CaNSTl2UCTlON SHA [_--' CONF02M TO "A sS . 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