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Home My WebLink About0203 ZENO CROCKER ROAD - Health 203 Zeno Crocker Road Centerville A = 170 220 S M E A C® No.2-153LOR UPC 12534 a wd.com • Mab In USA A5 o OjF1 UNK" w� Town of B• rnstable. P# Department of Regulatory Services 1MADEA . Public Health Division bate KAS& ems$ 200 Main Street;Hyannis MA 02601 Date Scheduled t` ' +P _ ' ' 'Time Fee Pd. ( . i > � Suitability Assessr�ient fop Se e Dis os Witnessed Performed By: d By: - 1 LOCATION & GENERAL INFORMATION Location Address ��y C rL p !- R� Owner's Name G9ZG 0(1O— + zd- e-/!b Cga �X` Address v a 11 e? Assessor's Map/P4rcel: f'70 li-2-0 I Engineer's Name S�"3 NEW CONS1RUt I tON REPAIR _ Telephone# J b k A d •�3 1> Land Use a JIv�� Slopes( ') 't.J ('�(�Surface Stones Distances from: ()pen Water Body ft Possible Wet Area 2— ""tt Drinking Water Well �200 ft i Drainage Way ®O ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) • i r'k:» V ' � S .I 6.•nJ '.,STr� . i Parent material(geologic) ��( '� Depth to Bedrock Depth to Groundwatdr. Standing Water in Hole:' A i Weeping from Plt FACe Estimated Seasonal t High Groundwater ! DtTERMINATION FOR SEASONAL HIGH WATER T""' Method Used: rnottlIn, Depth C b�served standing in obs.hole: in. Depth to sail Adjusts:tment $- Depth to weeping from side of obs.hole: ! in, Groundwater AdJuti ;- ! _ Adj.Actor.�.•_,.� Adj.Owundwaterlevel.,,,,e, Index Well# Reading Date:' Index Well level - PERCOLATION TEST , Deep �Thne Observation Time at 9" Hole# i t l Time at 6" Depth of Pere CT ( Time(9"41 ) Start Pre-soak Time.@ End Pre-soak - Tt.ate MinJInch ' Additional Testing Needed(YIN) Site Suitability AssessmeAssessment: Site Passed Site Failed: Original:.Public t;e`pUth Division Observation Hole Data To Be Completed on Back— ***If percola4on test is to be conducted within 100' of wetland,you must first notify the 'Barnstable Conservation Division at least one(1) wedk prior to beginning. i . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(inn; (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %.Gravel ��! t�.`1 � •gyp �.� � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) KDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I F T Flood Insurance Rate Map: / Above 500 year flood boundary No— Yes _ `0 Within 500 year boundary No'v Yes, Within 100 year flood boundary No Yes Depth 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 pe vioui` s material? Certification r 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 require in expertise and e perience described in 3.10 CMR 15.01 . Signature Date Q:\SEPTICVERCFORM.DOC No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS appYitatiou for Bisposar 6psteut Construction permit Application for a Permit to Construct( ) Repair(may Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.203 ZG-A(O CrpCkrY /2 d, Owner's Name,Address,and Tel.No. G rt=&o r rr Assessor's Map/Parcel/ 249 6�� IjV1 1/1% .3 Mr Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No._$-6g-362- 2922 ,yr-t^ *`,Solis ��VC r` �4�a%vic `?mot o2S Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)Th?g// LB6Ar�iiL/� � �OL X 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. Si d Date / Application Approved by 'ti- Date Application Disapproved Date for the following reasons Permit No. 05,0 13-057 Date Issued�/6/��Zs»_'3 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIV_ISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ,application for Disposal 6- psterrt Construction 3perntit Application for a Permit to Construct( ) Repair(Upgrade(44-Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 203� zr'No GrockrY /2d Owner's Name,Address,and Tel.No. Assessor's Map/Parcel _ G 1- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.,5-6g-3G2- 2,F2.2.., f��i, r' Ogg Type of Building: Dwelling No.of Bedrooms ,Lot., iiize sq.$: Garbage Grinder( ) Other Type of Building '. I t No.of,,,Persons Showers( ) Cafeteria( Other Fixtures ij 1 Design Flow(min.required) gpd D's jgn flow provided gpd Plan Date Number of sheets 1 ; Revision Date Title Size of Septic Tank Type of S.A.S. f' 'Description of Soil A Nature of Repairs or Alterations(Answer when applicable) tg /� X /t'iil k 4 ' 12 Zorr-_R Aa r i Date last inspected: Agreement: ; I The undersigned agrees to ensure the construction and maintenance of,the fore described on-site sewage disposal system in s 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. Si aied Date Application Approved by Date Application Disapproved Date for the following reasons i Permit No. Zo 1-5— 25 3 Date Issued f/G 7o,7S -- - ----_--.------_ -.--_- - ._.- - . .:--_ :.- .. ...,e,-, .:_:. w_w__. :. _: - - _ - .. --.-- ------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �. Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Z Upgraded( 1 Abandoned( )by s i,n�, 42 s lei g4-4za S at 9 a 3 "C 4 (::�r,C /-K �scsarf=`�/i'//�= has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated of x Installer e/1z�414� �s 6+'y Designer #bedrooms �, Approved desi r�flow gpd r 1 The issuance of this permit sh 1 not be oust ed as a guarantee that the system will ncti n �d/e/s/ign/efd. ,} Date / Inspector 1 No. 201?j Z7� - - Fee&/w-. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem construction Permit Permission is hereby granted to Construct( ) Repair( 4., Upgrade( (-)--- Abandon( ) System located at 24f? 7/t (f r9K,k/-ram k2o 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. a j Provided:Construction must be completed within three years of the date of this perm• . ' Date Approved by i I •. I r Town of Barnstable Op111E Regulatory Services Thomas F. Geiler, Director ' BARN87'ABLE. IMAM � Public Health Division 9� 'lrai ° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form I Date: �2-13 Sewage Permit# 2015 '2S/"7 Assessor's Map\Parcel Designer: "'V� � -S Installer: Address: �® ��G ' Address: knAwvc1-\ On was issued a permit to install a (date) (installer) septic system at (p iz �,jC��6 based on a design drawn by (' (address) Pjr' i JS v 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 relocat on oi�thI distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv 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. OF Mq A:z. a OAt� M (Installer's Signature) o: 1140 AEG/S1E '0 . L a( �gner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BAR�IST: LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COiVIPL1ANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. t: Health/Sepnc,Designer Certification Form 3- 26-(kl:doc �'' r TOWN OF BARNSTABLE LOCATION0 3 /i10 �y oeCcl/' /�o� SEWAGE# Z a!3 — 2S7 ` `1VILLAGE ASSESSOR'S MAP&PARCEL � INSTALLER'S NAME&PHONE NO.S'Og �20`�Z38 �o�C�' h� 5— y'S SEPTIC TANK CAPACITY 6D o0 LEACHING FACILITY.(type) Z, daG4 f� (size) NO.OF BEDROOMS 3 OWNER PERMIT DATE: 7-16 -j3 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 wefts 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 t7, 7- C3- 3=sf q- 7L t2 C-AT ION SEWAGE PERMIT NO. -n 2 V LLAGE I N S T A LLER'S NAME i ADDRESS eows p l'SAK,eUg%oX6/Ic B U I L D E R OR OWNER �chGG - SvL tpwJ DATE PERMIT ISSUED q-5 DATE COMPLIANCE ISSUED 8.5 -� �_ Y l;�,,C i '�..�` s �. w ..J� J, h� � .. � . J 2 ` I 1 is r ' FEz THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH rr ........................OF..... .. ...11 `cv . Appliration for Uhipaaa1 Worko Tonstrurtinn Prrutit Application is hereby made for a Permit to Construct (/or Repair ( ) an Individual Sewage Disposal System at: -•- Z10...Gy.L ..- ........... ac-?�t' .J� t.................................................... Location-Address or Lot No. ' Owner \ a tAddr s Installer Address d Type of Building Size Lot .... 1-54_e D o Sq. fee Dwelling—No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder P4 Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) C4Other res ....................................................................................................................................................... per person per day. Total daily flow...............�.�_'.. j�2.............gallons. WSeptic Tank—Liquid ca.pacityII..PP__gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No_____________________ Width.....T............. Total Length...._................Total leaching area....................sq. ft. Seepage Pit No___________________ Diameter......1_ ........ Depth below inlet...131....... Total leaching area_�:_,.:V)...sq. ft. Z Other Distribution box (✓) Dosing tank 0-4 1-4 Percolation Test Results Performed by._L� ..c.u� h - roG_____________ a Test Pit No. 1________________minutes per inch Depth of Test Pit.....}!1-___ Depth to ground water..... Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._.__-_________________- ..........I--------- - ------ ----•----.--•-••................................. O Description of Soil.....�=•- ........... t ......... :.- p a. ..._.5_ --- w .. ------�� / 1----------------------•--- x ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••-_...__ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------------------------------•---.....--•----------•-----------------•--.._...--••---..._........_................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Indi dual Sewage Disposal System in accordance with the provisio "'I'1U 5 of the State Sanitary ode— The dersi ned further agrees not to place the system in operatio Ce;tificate of Compliance has b e by e of health. Signed--- ----- -- --_. .... ••-•------------•••--------•-----•-••---- .�...dl. Date Ap cation Approved By.. --------------------------------------------- ...-... � �• Date Application Disapproved for the following reasons:................................................................................................................ .................................. .................... ................................................................................................................................................... .............. Date € Permit No.-------�-�_--- 60'�............... Issued....................................................... 1 Date ` N THE COMMONWEALTH OF MASSACHUSETTS `l BOARD' OF HEALTH � - ..........................................0F.f /............................. . -.... :................... CIrrtifiratr of Toutplitttta THIS TO CERTIFY, T t the Individual Sewage Disposal System constructed or Repaired ( ) by J! 1. .. _ ....:.. . � �', .,�: .... ..... '"�.............. - •-------------------•-------------— ------------•-- m- Installer .............. �f / �✓ i_ 1'iy l Caws"'� --�------------- has been installed in accordance with the provisions of TITLE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---------FR. ---. dated--------! �f -Q.15................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CO TRUED AS A G RANTEE THAT.THE SYSTEM WILL F N TION SATISFACTORY. . 7 `�J� DATE.......... ..6 Inspector... THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEAL, J�., ............. FEEZE.�.?.:� ...... i rr �t1 !.,. rks Tanotr iatt rrutt� , - Permiss>on is eby granted-------- .. =( ,,d-r-.. -----+`� t'".:":��.. .....__....._... r�' .... . to Construct - or Repair ( ) an Individual Sewage Disposal System ........ --- - ---- Street as shown on the application for Disposal Works Construction Permit ---------------- DATE. _y ► it IS 3=' Board of Health FORM 1255 HOBBS & WARREN, INC., PUBLISHERS No.......Q Fimic ......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................................OF......�A TZ -T -,\, �7_) I- ��- .......................................................................... Grp firittin ft,for Disposal Works Tunstrurtion "rrmft V Application is hereby made for a Permit to Construct u or Repair an Individual Sewage Disposal System at: v7T ..................................................... ........................................ ............................................... --------------------------------------------- Location-Address or "J j. ................... .............. .......... ........................... ...........I.............................. ss Owner I . I I -Tk 4, ,—Add off..... ................... . ......M... ............ Installer Address Type of Building Size 0 Lot.......... ..0............Sq. feet U . _-D o-4 Dwelling— of Bedrooms..............................................Expansion Attic Garbage Grinder aOther—* *Type of Building ............................ No, of persons__...............__......... Showers ( ) — Cafeteria Otherjb5tures ....................................................................................................................................................... Design Flow........... _----_----------------gallons per person per day. Total daily flow___............. ... .............._.._._.._._gallons. 6 � 1:4 Septic Tank—Liqu- id capacity!_/_ ...gallons Length................ Width..__........._.. Diameter_----.--______-- Depth............__.. W —Disposal Trench No. ........ ............ ( Width_...___......_._._._ Total Length.................... Total leaching area....................sq. f t. �4 , Seepage Pit No......I I............... Diameter.__...L_7:�....... Depth below inlet_.'q1............. Total leaching area..:9:A_�)...sq. ft. Z Other Distribution box Dosing tank Performed by.................................................. ........................ Percolation jest Results 0XI A TZ,,I e el .1 A Date..j............................... Test Pit' ........ __7 o. per inch Depth of Test 'Pit..... ......... Depth to ground water........77=............. rX4 Test Pit No. 2................minutes per inch Depth of Test Pit...__.._........_... Depth to ground water........................ P4 ............................................................I...................................................................................I............... 0 Description of Soil...._ . . _. I— / , —J� c--I l_', .....-...... ' ..4.................... ..A........................................ . ... .. U ................................................................................................................... ........D.... .................. 6JL_T�..... ......................... W ...................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Indi),Adual Sewage Disposal System in accordance with the.pr ovisiol �JVT— 5 of the State Sanitary ode— The derslgned further agrees not to place the system in operatio Certificate of Compliance has b e by 'e of health. Signed... Ap cation Approved By..1Z. Date . ........................................................ ........ 04 ........................................ . ... . ............... Date Application Disapproved for the following reasons:................................................................................................................ ........................................................................................................................................................................................................ Date cr-� Permit No........................................................ Issued....................................................... Date SITE' PLAN SHEET I OF 2 SCALE: / = Za' I vo,oo �7 11L.f.s i - � V, DYJX �I `t A J l<.. -- � O _q 7 zz _ q A� � F L C-L,, — 1 Ar -z i t � I � � � t L. I aa• Oa' i Of M ti� � s k' - �►Rv1►iCK N TER V4 Ay FOR IE: L- ` 42 L-�—C y-j RE6/STEREO LAND SURVEYOR ZONE I�.G G T"�EQ AA PLAN REF DATE BENCH MARK DATUM h 5 U M WM. M. WARWICK 8 ASSOC., INC. DOMESTIC WATER SOURCE---�"c.ryrJ �y�T�h- BOX 80/ - NORTH FALMOUTH e p FLOOD ZONE. �- MASS. 02556 - (6/7) 563 -26 38 LEACHING 3ASIN SECTION NOT TO SCALE shcel 9 e� 2 24 C.1.MH COVER EARTH FILL BRICK AND MORTAR COURSES AS RE00• TO 8RING 4"• _.r•y_ w.^ COVER TO GRADE 4 B FLOW L/NE / / INLET _l_ _ __ __ L 2' /8 TO/ WASHED PEASTONE FREE OF IRONS, PIPE T FINES AND DUST /N PLACE OPENING WITH 4%g" �4 70 /%2 WASHED CRUSHED, STONE FREE OF !'3 OUTER DIAMETER IRONS, FINES AND DUST /N PLACE AND./3�4„INS/DE DIAMETER 1. CONCRETE TO BE 4000 PSI 2B DAYS 2. REINFORCED WITH 6"x 6° NO. 6 GA. W.W.M. •' 3. 2'AND 4' SECTIONS ARE AVAILABLE FOR GREATER DEPTH REQUIREMENTS 410., —I 6,0 I '�� —� 4. NUMBER OF PITS REQUIRED o►J� M/N• IZ- ; NOTE: EXCAVATE TO ELEVATION OR - EFFECTIVE DIAMETER (NOT TO EXCEED 3 TIMES EFFECTIVE DEPTH) LOWER AS REQUIRED TO REMOVE ALL WATER TABLE-_ LOAM AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN TYPICAL PROFILE GRAVEL TO DESIGNED GRADE. Al /8"sro. LT. WGT. C.I.MH COVER 4"c../.PIPE 4"8/T.FIBER PIPE TIGHT JOINT OUTLET LEVEL DWELLING FLOW LINE TO FIRST ✓OINT -- --Y , T;_• �0 „— 14„ O O O 1 100 �0 0 1 �d `t C.I. TEE I e�/a,�� I I O 0 1 1 STD, PRECAST CONC. b, ` 1 0 0 0 00 1 1 1 1 GY GAL.SEPTIC TANK. 0/ST. BOX TO BE •�j 11 1 100 00 0 1 1 1 INSTALLED ON LEVEL, I it too. 0 0 1,1 1 1 „ :l.. STABLE BASE 1 It p Q 0 00 1 1 I y�SEPT/C TANK TO BE 1 if 0 0 0 00 1 1 1 INSTALLED ON LEVEL I it 1001 0 0 1 I STABLE BASE. 1 I 1 p 0 O 0 , 1 1 1 1 LEACHING BASIN i 1 p !o O 0 0 0 1 I i BASE TO BE L EVEL i i 1 0 O 0 0 1 1 , 4�.o SOIL AND PERC. DATA PERC. RATE � � 2' MIN. /IN'. 0�� TEST PIT NO. P 3Go�Z 0�' TEST PIT NO. 2 TEST BY : v yl� L D 3' Ta P. I5 1�h WITNESSED. BY: l 0tJ la ► F''lr-0rz-0 M 1�_lD IN TEST PIT GR. EL. 5 L o Tekc>e P•u�L DATE;` to- z�i - � I2, Yc� 39•0 DESIGN DATA GENERA L NO TES BEDROOMS• NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. DISPOSAL Qom SEPTIC TANK, DIST. BOX AN LEACHING BASINS TO BE STANDARD EST. TOTAL DAILY EFFL.330GPD PRECAST REINFORCED CONCRETE UNITS. SEPTIC TANK 1 o v a GAL ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO REVISED .TITLE 5 OF THE STATE ENVIRONMENTAL CODE, SIDEWALL AREA Z SGAL./SQ.FT. MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF BOTTOM AREA, 1-o ' GAL./SQ.FT. SANITARY SEWAGE EFFECTIVE ON JULY I , 1977. LEACHING REQUIRED I"c SQ.FT.. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD ACTUAL LEACHING AREA OF HEALTH. Q;FT. AT COMPLETION OF CONSTRUCTION, PRIOR TO BACKFILLING, THE �:. BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. PITCH ALL SEWER LINES I/4" / FT. UNLESS,INDICATED OTHERWISE. ` �s"or h'qt SEWAGE DISPOSAL SYSTEM E. w MORAN H L12 T Z eIJ 123417�Q � - T�r�-V l LLAE, A.& t, S S QUA4 4� SCALE AS INDICATED DATE WM. M. WARWICK 8 ASSOC., INC. 8OX 801 - NORTH FAL MOUTH `PROFESSIONAL ENGINEER 'MASS. 02556 - (617) 563-2638 1 q r i ;l Y ' LEGEND CENTERVILLE I ��--1 PROPOSED CONTOUR k ® PROPOSED SPOT GRADE EXISTING CONTOUR LOCUS p + 96.52 EXISTING SPOT GRADE 203 ZENO o�O i N ( W— EXISTING WATER SERVICE CROCKER ROAD 1 v tl !9 TEST PIT 0 AMES WAY Q) m5p ports 42 �53ir228 ROUE TH-2 0� ��' _ _ J •Q LOCUS MAP 41 f T�/ � ' \ LOCUS INFORMATION PLAN REF: 306/17 TITLE'I 297 DECK PARCEL E /D: MAP170 PAR. 220 o O N I \ FLOOD ZONE: "C" COMMUNITY PANEL: 250001-0015-C DATED:08/19/85 EXISTING G ;' �� ''� SEPTIC SYSTEM 4 3BR DWELLING \ \ gStiAq REPAIR PLAN #2O3 �� i LOCATED AT: TOF=44.00 203 ZENO CROCKER ROAD � r� CENTERVILLE, MA EXIST. LEACH PIT � �� \I PREPARED FOR NOTE 10 �. 2 ` � O� GREGOIRE EXIST. I OOOG y' 7 r GENERAL NOTES: SEPTIC TANK `Sg• S�Q O' .'�j^! �^ JULY 7, 2013 REV: 7/15/13 - CHG LEACHING t3�, 1. ALL CHANGES TO:THIS PLAN MUST BE APPROVED BY THE LOCAL 2 ;L / BOARD OF HEALTH AND THE DESIGN ENGINEER. �y 40 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �F 10 A/qs LOCAL RULES AND REGULATIONS. j 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DA E y� LOT 2 %�� DESIGNPENGINEER AND APPROVAL BY THE BOARD OF HEALTH AND THE . R j 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1�O AREA=15,000 S.F. , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O I ENGINEER BEFORE CONSTRUCTION CONTINUES. C/ E��O / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MNITAR��`� 7 ) )3 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.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED CONDITIONTO A AGREED BETWEEN OWNER CONTRACTOR.9. IT SHALL BE THERESPONS RESPONSIBILITY OF THE CONTRACTOR To VERIFY FY THE �D"� LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. MEYER O( SONS, INC. "r 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. P.O. B 0 X 981 q SCALE: 1 »=20' 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY EAST SANDWICH, M A. 02537 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED'LEACHING`. Q SURVEY REFERENCE: 14. ALL PIPING TO BE 4" SCH; 40 ® 1/8"/FT (UNLESS SPEC. ) (508)3G2-2922 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW CERTIFIED PLOT PLAN BY: WILLIAM M. WARWICK, PLS FOR THE USE OF A GARBAGE GRINDER, DATED: JUNE 21 , 1985 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING • • SHEET 1 OF 2 J#1540 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: FINISH GRADE SNT HALL NOT BE < E:PROPOSED3 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D—BOX PERIMETER OF THE S.A.S. T.O.F. EL.=44.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ' F.G. EL.=43.0t F.G. EL: 42.0(MAX.) F.G. EL.=42.8t F.G. EL: 42.30t 9" MIN COVER/ 6" INSPECTION PORT TO BOTTOM OF STONE 36" MAX COVER L = 30' L = 10'(MAX) W/IN 6" OF FINISH GRADE USE PERF. PIPE) ® S=1% (MIN.) EL. = 42.42 0 S=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC L to" g 14 INV.=41.35 48"LIOUID INV.= 41.10 INV.= 38.90 LEVEL INV.= 38.90 PROPOSED GAS BAFFLE D—BOX INV.=39.80 INV.=40.0 DB-5 MIN EXISTING 1,000 GALLON SEPTIC TANK EXISTING SEWER OUTLET I" IJ - I aa.rEc NO Oro 9„ MIN. PER TI TLE 5 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT EL. = 39.23 2) D—BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=38.90 GRADE ON A MECHANICALLY COMPACTED SIX END ELEV.=38.75 INCH CRUSHED STONE BASE, AS SPECIFIED IN coin w�SHM STIONE 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, BOTTOM EL= 38.25 DAMAGED, OR UNDERSIZED. 2 5' .5' 4) INSTALL INLET & OUTLET TEES W/ SEPARATION 6SSFr. GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE . SOIL ABSORPTION SYSTEM (SECTION) BOTTOM OF TESTHOLE EL. 31.40-p— N.T.S. SOIL LOG P#:14051 DESIGN CRITERIA DATE: JULY 3, 2013 NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: 1 DONNA MIORANDI, BARNSTABLE HEALTH OF Mgss9�, Elev. TP-1 Depth Elev. yG DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. TP-2 Depth � D R v+ GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 42.10 A LOAMY SAND 0 1.I 41.90 0" R A LOAMY SAND SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXISTING 1,000 GALLON SEPTIC TANK 41.10 10YR 3/2 12"' 40 gp IOYR 3/2 12" B LOAMY SAND B LOAMY SANDC/ ,,c0 39.10 1OYR 5/8 36+ 1OYR 5/8 C tom` � 38.90 C 36" SIN I TAR�a� ST LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. , DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) I USE 30'L x 15'W x 6"D LEACHING FIELD W/ 3 LATERALS MED—COARSE MED—COARSE SAND n SAND BOTTOM AREA: 30 x 15 = 450 SF PERC TEST 2.5Y 7/4 2.5Y 7/4 0 37.10 PROPOSED SEPTIC SYSTEM/SITE PLAN SIDE AREA: n/a 31.60 121 31.40 126" 203 ZENO CROCKER ROAD, CENTERVILLE, MA TOTAL SQUARE FEET PROVIDED = 450 vs 445.94 REQ'D I PERC RATE <2 MIN/IN. SOILS IN ("C" HORIZON) " Prepared for: Gregoire TOTAL G.P.D. PROVIDED: 450 0.74 = 333 d 330 d required NO GROUNDWATER OBSERVED gpd vs. gpd re 4 Engineering and Surveying by: SCALE DRAWN DATE: Meyer&Sons,Inc. NTS D.M.M. 07/07/13 • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 POBOX98f to conduct soil evaluations and that the above analysis has been performed by me consistent with the REV. DATE: CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 sos-ss22s22 07/15/13 O.M.M. 2 of 2