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HomeMy WebLinkAbout0216 POPONESSETT ROAD - Health 216 Poponessett Road - �- —- — -- — — -- - _ Cotuit A= 019-071 TOWN OF BARNSTABLE LOCATION�'/L �oaonGSSt�I SEWAGE# ZO j/ • c3 Z VILLAGE Soo o;-i ASSESSOR'S MAP&PARCEL c; INSTALLER'S NAME&PHONE NO. 13� 13 EACaVcL4 0•1 y77.0G93 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) _A;;'l lrcL4 ors (size) i I x z$ NO.OF BEDROOMS OWNER C 1 PERMIT DATE: JO •/I • / I COMPLIANCE DATE: to 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 q l , Az- gZ• ot� , v � 0 O B3' 3'° , Bq =�� No. /( THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH. ova r1 OF710 C cls� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (")Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components c p ponessetZD 6oTort- L9cation 2-1 Oj2p Owner's IC_D CD TO O lT / Map/Parcel# `O�_�� I ��� �A`ress L Lot J TeICeJp e n d Installer's N e ��� Z LF SSD iiner's Name �( S rs Od An Telephone# Telep one# Type of Building: Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.req fired)33 0 gpd Calculated design flow gpd Design flow provided gpd Plan: Date ID Number of sheets 2 Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator t✓1- e- Date of Evaluation I a l 11 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signe Date I D I I a—I v ,. 0 Inspectio FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 -.� r' rn r , �•I"'`✓`....5.,Y.rr�-.�.+-,.+ter lsy.(.r^M'Y..^{i�..,,�.a a....I'n��.i r"ry'-y.�,"5... .-.;,;...��.—..1r7•• ..�r1;e+v i THE COMMONWEALTH OF MASSACHUSETTS '> FEE -� • ��.• � rk.� BOARD OF HEALTH 1 Uv K') ,. y APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (✓rUpgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components r o n n o i I v �} r7 L•cation I Z / e Ownerss ame�h Map/Parcel# Address / SUSS- 22 1 --1_1 (� Lot# Teleph1:one n p ,b try ►.J`� '. J r�C ( r r�I f -�t r� (1 _ Cam, 2 r -- '' Installer's N me �- D igner's Name --- 12 Telephone# Telephone# Type of Building: PS 1 r-1 D Q t' rn t Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria I; ) Other fixtures I t ). Design Flow(min.req fired) .33t gpd 1 Calculated design flow gpd - "-Design flow provided god Plan: Date I (7 (1 Number of sheets 2_ �"3 Revision,Date Title ; t `} } 1 I `f Description of Soil(s) ! 1 Soil Evaluator Form No. Name of Soil Evaluator L t 11 C Date Of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 1 The undersigned agrees to install the abovedescribed Individual Sewage Disposal System in'bccordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. 1 Signed Dates Inspect 's � t FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ,L— 2 No. THE COMMONWEALTH OF MASSACHUSETTS --�-� FEE h(.D BOARD OF HEALTH I CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(vj,Upgraded{ ),Abandoned( ) by: _ -t .R xt n v n A Ir)n at 2- o --Pb -�- ZO LbTu 17-- has been installed in accordance with the provisions of 310 CMR L/5.00 (Title 5) and the approved design lans!as-built plans relatingto application N 99-dated /Of// / J� 'Approved Design Flow �3�(gp ) Installer U.r-��-�-T L-I 1�.E r n /!1 1C, AU �I Designer:Fn(_ •. &G�S Inspectorr /rl W Vl�"IFIC/1� Date a o V , V " The issuance of this certificate shall not be construed as a guarantee thaw a system will function as designed. ' FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No.-CU/I® THE COMMONWEALTH OF MASSACHUSETTS FEE / Q C) BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair (t/) Upgrade ( ) Abandon ( ) an individual sewage disposal system at __� 1 /_., �I 1 i f1F��F�(1 2,(('1 oT-u I-i—'"` as described in the application for Disposal System Construction Permit No. DD/ -'-- �' ,dated /0/i1 s Provided: Construction ++shall be completed within three years of the date offA=his p re n 5t.A ocal condition/s mks be=me� Date /V/ t t f Board of Health 1" FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON 10/26/2011 14:47 5084775313 - • ENGINEERING WORKS PAGE 01 Tom of Bitrustabie. . Regulatory Services ` -Thomas F.Geller,Director Pubic Health Dieu ` ' Thomas McKean,Director, r 200 Main Street, Hyannis,MA 02601 ' Office: 508-86246" Fos: 508-790-6304 d Date: Sewage Permit# .- �` � Assessor's MapJParoel."_U 19 b 7� Install@ .& Designer!Cerffication Form ` Designer: fir, W o r nc Iastalicr: rC Cq : } Address: I2 Wi Crb f ; yAddress: 14 ITaR { ° On -► o � �► 1,4 � � !3 ��x era was issued a pens it to izistal.l a E {dote) (installer) septic system at 244 �d v�.e s sue{+ (s, k b4sed can it design;drawn by (address) = F r e� �4 "-f- `1 dated (designer) k I certify that the septic system'referenced above Was installed substantiallyy according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, Stripout,(if required),was inspected,and the soils were found satisfactory. - I certify that the septic system referenced above was installed with major changes'(ie. 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, Stripout(if required)v ted and the soils': ' were found satisfactory, - 0 OF PETER-T. S er's Signa McENTEE. to !,. fYlL y Mo.3b10n . A O . ST qr\� (Desiper's Sipature) Affix TURN TO BARNS T L CE WILL NOT BE D UNIEL BOTH TMS FORM AS-' AMI CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH I N THANK YOU. .. •`q:1o�3Oe�w►ldesignercert;.f3cation farmraoe . Town of Barnstable P# Department of Regulatory Services . A214 : Public Health Division Date I l 142 p. 05 ��6' 200 Main Street,Hyannis MA 02601 ., M1a Date Scheduled . / Time Fee Pd. Soil Suitability Assessment for S 'e Disposal Performed By: �e�� � '✓ Witnessed By: LOCATION& GENERAL INFORMATION Location Address 2�� d 0e 6(,e S Owner's Name cle•1-U11 f- Address 460 BCS-K Z6 0 Q Assessor's Map/Parcel: 6 1� -�© � � Engineer's Name a-?—G NEW CONSTRUCTION REPAIR Telephone# 5 ^ 7`3•7 -7 p Land Use I P✓$G` ( Slopes(%) 4L Surface Stones A,1/4 L stances-from: Open Water Body�ft Possible Wet Area fj/A-- ft Drinking Water Well 1!tj-/�ft Drainage Way 4J/,4f _ft Property Line 36 +/- ft Other ft -SKET(CH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes): 3d! t i; Parent material(geologic) �� '` Depth to Bedrock 6yla— Depth to Groundwater: Standing Water in Hole:_/� /f Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR:SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. .Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment___ Index Well# Reading Date: -: -.Index Well level -Adj:`factor • - - " Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of PercTime at 6" �Y 54�1 - Start Pre-soak Time @ Time(9"-6') dI-u k4 End Pre-soak r h Rate Min./Inch `Z_ 6 n- y M.! , Site Suitability Assessment: Site Passed > — Site Failed: Additional Testin Needed g (Y/N ) 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:ISEPTICIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole,# Depth from Soil Horizon Soil Texture . Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LPG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent °o Gravel -26 3 1 o y 2r1,6 2fV-13-L- c, M ,5 Z,SY DEEP'OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ' Consistency,%Graven DEEP OBSERVATION HOLE LOG H01e# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) i Flood Insurance Rate May: Above 500 year flood boundary No- Yes Within 500 year boundary No Q� Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio7,material exist in all areas observed throughout the area proposed for the soil absorption system? C If not,what is the depth of naturally occurring pe ious material? Certification I certify that on NCO (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 tra' ,expertise and experience described in 310 CMR 15:017. Signature Date f.0 Q:\SEPTIC\PERCFORM.DOC LOC.AT [ON SEWAGE PERMIT N0. VI AG E C62 Uc� INSTA LLER'S NAME & ADDRESS ii B U It D,jE//R OR OWNER DATE PERMIT, ISSUED i DATE COMPLIANCE ISSUED 4 r���a -��t�, �_a �--' �=`��Aj- �. r ro� ,` j���v� No.._......._[.. �:... 1 Fm$....�`..............� THE COMMONWEALTH OF MASSACHUSETIIS - BOARD OF EALTH I / ...............OF................ .... ..................................... r ApplirFa#ion for hippos al Murks Tongtrnrtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ..._._ ! C . ....C.:.GC -_`'•• �''.... �i n ddress� sP .��............. .......•..A441 "�/ /� f ..............- .. /� f.. - 04 Air :............ ....... _ a s !`��4 .......-------•------... Installer Address Type of Building Size Lot... ® t?...,_.Sq. feet Dwelling LZNo. of Bedrooms..._....._.- ............................Expansion Attic ('' ) Garbage Grinder (YI) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a d Other fixtures -----•-••------- .................................................................. -- -------- �1 w Design Flow...:.................3�.�...........gallons per person per day. Total daily flow........ (/•....... .1..........gallons. 1:4 Septic Tank- Liquid capacity-/ allons Length................ Width................ Diameter................`D,epth................ w Disposal.Trench No. .................... Width. ..-.............. Total Length.................... Total leaching area......2.. ... sq. ft. x . Seepage Pit No---------I.......... Diameter......Z.8.... Depth below inlet............... Total leaching area........ld�lsq. ft. Z Other-Distribution box ( ) Dosing tank ) '-' Percolation Test Results Performed by._...•------.. .._ � .a. Date.. '- T ��-- a ... ,' 04 Test Pit No. 1.... ._..minutes per inch Depth of Test Pit.................... Depth to ground water........................ rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ - ---------- r--......... .------ 0 .. Description of Soil....... . < -�- x 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 ii'LIE; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Cer ificate of Compliance has bee ed the o nealth. fSigned.. ... ^... .....��------------------------ .........................._.... `�� A411 �j L/ Date A � 'cation Approved BY 1 :.. 1 f =T 2 - 7 ....... ' Date Application Disapprovedffor the following re�tasons:................................................................................................................ ...................................... ........................................... / • Date ._..... Issued..:... �"' 1=: Z Permit"'`�Vo-----------------------------•--•----------------. ..--••--D�------._...- --------------.. NO......... ..... ....;L Flcs ....::.................... THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF, -HEALTH. ......... .....O F...: ...................................... ,pplira#ion for Uiipnsal Worko Cann.6trnrtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ...............__ -- ------ - - ...... . . ......--- ---..--• ......_ ...- - L tron Addres Lot ......._.... .do-C . r _. ... '. A- .....�,�: ...................................... <' Owne ress .- s '. .��.. �' ............. ....... . . "-...................................... Installer Address Type of Buildin No. of Bedrooms............... Size Lot._ + :+ .......Sq. feet U Dwelling ...........................Expansion Attic (' ) Garbage Grinder) Other—Type of Building No. of persons............................ Showers a YP g •..........................• P ( ) — Cafeteria ( ) d Other fixtures . -•-•-------- .--------- --- ------ .....--•--•-•--•--••-••---••-••......-----••- W Design Flow...:........... _ allons per person per day. Total daily flow...... . .......................gallons. WSeptic Tank Liquid capacity/._.._....gallons Length................ Width................ Diameter.............__. Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........I.......... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ) ; '-' Percolation Test Result Performed b .. _. � _ - '" 7:':_7 '•__.... JV Y _ Date. ....... Test Pit No. 1... .....minutes per,inch Depth of Test Pit ............... Depth to ground water-......__ ._......_.. f-14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ j t t ... O Description of Soil....- r-' � 4r ... At t� '---•-.. .. t - ...........���.:/� ' cam, ��� x V ------------------------------:...............--•••-...------------.................................................................................. W ----------:----------------------------------••••----......------......................._...--•••- U Nature of Repairs or•Alterations—Answer when applicable...............:.............•........................................._....................... { -•----•---------------------•------•------•-----....-----•-•------•-•-...._....--------••----•--....------------•---------------•-----------••-•-•-----•------------•- Y............................... Agreement: The undersigned agrees to install the aforedescribed Individual.Sewage Disposal System in accordance with the provisions of TITLE, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be, , ' ed y the o iealth. / Si d ... •. Date A cation Approved B• PA - - . . ----------- .---- ---:- y-----. Date Application Disapproved.f or the following reasons: - ---•••••----....••--••-•-..........•-••.............•••-•----............-----•--._......••--•-----••----'------•-•-•--••---------••----•---••----•---•----••--•-•......-------•••-•--•-•---••----..._... Date Permit`No.................................................-------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS j fi BOARD OF HEALTH ` a ............................-.OF.............. .. ........................................ 1 Trrtifirate of Tumpliatta TI#S IS TO CE I Y, 't the Individual Sewage Disposal System constructed ( or Repaired ( ) I stal �,r -_ had been installed in accordan with the provisions of T 5 of The State Sanitary Code as described in the - application for Disposal Works Construction Permit No:_ __..__ '_ °............. dated------��*^�_.`_��................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............. ' � rj nspetor.-•--•• -- -------•---------------------•--- THE COMMONWEALTH. OF MASSACHUSETTS BOARD PF HEALTH No..:... t " ....w.....OF.... .x ... ............. FEE.. . ,. 1 111drk -' notr it pautit Permission 's er by granted .. ... -• -- -•-••--- --_.... •-•-• - to Co 'ruct ( Repair nd uI ua Se vc= e D> posal t K z �d at Nod•- - . ... ................. Street f' as shown on the application for Disposal Works Construction Per o___._ ;_J J . ed.._!�°'`� . .............. ` ..... Board of Health DATE...... . 1 ................ ...................... - FORM 1255 HOBBS & WARREN.. I�NC..,PUBLIS.HE," ,', y � }.f -------------- ! ..j A � •{lrlf, j r r•,. �...�s i• i tE Ft j jS+• ' -1• { r . ,� it f r� �h'-�•� . 1 lam'\mac \ rr 1 r r I -TV: ► z +} LA I ._�__� �._r � {y,Ir,_•� i;� ��` �--Ci/,'�L(�iC�t�f71/��T�,'l(y`/�f��s�� �y�/yr F L �_.� 1�t I--� S .. , �"�PV'ir/��� '1"5VT'PN• � I V a�rr in'•r � �/�iW'�r►�w SLR !, t`, 1 .. �L� ✓-- \` 'xF' ;J� r /•-/ �Ts• / / "?' f •� I�+di -L�^�' l�.•r.�1 t "' ana.+ erUi�S�rVvj�!�c�✓F,.�. yl'w�,G_�; i;,.•�� It t l '.k twit a� �h �.. `'�� r,� - � q_..- ,o .. - ! ip�`'� P • -. -� - ,' F�k>'I°:�� 84 ,� � �» af. y is �• f t r ��+ram. FhN�.`(. ✓J iir.-� -- Vti� �i— �`�-.�:-`'!''•"'.� - I,y r j,t �;r;�•' r�..2✓^, Jla✓,/�•'iJ ':w`»'iv T•.�•! "'ti ��.•�..✓�. Fh A t, tl '�.¢ur�ti 7 tE X,fp 1 Lei :1�• rti.� TI ri Ll Aa r � � r� f ` 7 +,.�. d14. r',+ �Yy '1 s � - '.''� + cr'��I�11�/sfh�t'�Y / ��- ✓-{'r��G x•J-�.�•�l .'c�.O. ' ;Tj-��1�H �iGP�y. 5G �l 'l© " d f-i k>': �,, .i ✓,•—., u ,-�,.� 1 ✓ ,- � �%""'Ol7 � r � :dt�r`r� •.• ��t ` �fly �I k f r �' • `,> � „ �� ', i ,�„:�[YM`� ���� ate• �'7,.a , �. II p� �}' / "r Lr .�•! �t'�r' t 'i Gy�-���;.,may}. .. / 4` . I G�'4 6gkG INy f• , L, GONG• a� at3 , j �� ` 0 a 0 „ W. PIT Ei:'• lb or.;;tat=• y�/r 1�1Gie GF V�f'��.7�*STtT�% ,4 �i°• '(�0 v' ` {� �I AIL• I � ,� ' ,,. �'•.�� _ ^� �.. �/G[2T-�...'I d Lw,'L , .l. ..r•, ';'le... � l�{�+1. ._.,_.j�..._...�r.. •i n..._ l�t'I:r•�.1 .•,.i tY.[n.. .r:L.r. l EXISTING P C TANK i EXISTING G LEACH &'FILLED ~ �8 EXISTING CONTOUR N <? s BENCHMARK 42.40 ( REMAIN) O BE & x 100.98 EXISTING SPOT GRADE ® fi u TOP OF TANK, EL.=37.07 W/SAND AND ABANDONED N INV.(OUT), EL.=35.74E -W EXISTING WATER SERVICE OUTSIDE COR. BULKHEAD 1 o Sehao� Street a EL.= 39.47 (Assumed) /moo` io ti ? -G EXISTING GAS SERVICE 40 ^ 6 S3•\ -O.H.W--OVERHEAD WIRES _____ ' SOB. ° ,ar 1.90 2 20• TEST PIT �a �o '4 BENCHMARK o 3ro 40 41.80 cedor3 a �n 5 LEGEND Q. ,� =j;44 ' N 78.9 LOCUS o 2 '3p., W Ra. 5 { x 41.47 x 4106 74.580 i +39.75 Popone dock 0 � O LOTS -A-656 & 166B 40---____ ------ ��'�� 40,738±SF LOCUS MAP NOT TO SCALE ---- -AP N 019 O /7 1 38 9 ; vy i 32 •3 .04 39,13 , 36,47 37.02 0-F 8 {........� 9.78 i _ / 8------ _' `\ tea' / ` g9.05 37.39 3779 0.11 GENERAL NOTES: -SAKE ,. :. .''': \� +39.10 oir`'4•. 36.08 /' ; .,:.. . SPIKE _ i �9,35 • 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL . 3e,oa 3 a BOARD OF HEALTH AND THE DESIGN ENGINEER. PARKING:,/ z13 o si 9t 9•04 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 34.86 ;•':. �p� x 3814_ �g OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE e / x 34.39'. .. .'.:.,:': C EXISTING �l_�-25 r ��'`� HOUSE(#216) LOCAL RULES AND REGULATIONS. T.O.F.= 9.47t �- +37.7 U� e 3737 M 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR e � `�_j �' --- - - ` DECK 37,2° `- _- TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE / ,34,24 33.79 �'' ` `� �6� x/�TP-2 '� q0 DESIGN ENGINEER. \ W U% t t 72 -- �� x ^s 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING p o ; , ( �� 3�.:'. 32.12`� `6�x 36.79' �; } 4 _ x�3s.82 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN digENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. e e e CD 27.06�. 1.01 < t 6 T DESIGN ENGINEER I T RESPONSIBLE F H A OF x 26.3 3 -----------------' THE CONITRACTOROROWNERTONOTIFY HE LOCAL BOARD OF �'� CO o HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. i i j i r �BR 28.24. \��30,66 \\�`� 3�- d. ` _ �2- --- -------------{--- 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 26.76 :' 3 t 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 25,41 \ �$ - -- DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY l i 25.39� ---_� _ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING _ 2a,73 ::,�Q...,` � _ �_ _ CONSTRUCTION. �,. L�145 33, 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ' _ 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). =180.94' {`.`3 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 32,eo 4a`L2�OC i 25.12 is �,\ _--__ \ INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. N ice" I I z OF 1 / i I �� 25 �T2i6�'-2--_--'' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND V4ss ;' I IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. ; 27.07 edge ...of w o PETER T. �GF 30,59 pavement TEE 3311 A -2o---s--�bo06. 20.06 PROPOSED SEPTIC SYSTEM UPGRADE PLAN � McEN N 20,69 - \�0,,� °CIVIL POPONESSETT � 216 POPONESSETT ROAD, COTUIT, MA ��F AEG/SZ -- POLE Prepared for. B & B Excavating, 14 Teaberry Lane, Forestdale, MA 02644649 sS NG D Engineering by: SCALE DRAWN J08. NO. 17.34 OWNER OF RECORD ' Engineering Works, Inc. 1 -3o P.T.M. 230-11 n CONNOLY, SEAN P g g t P. 0. BOX 2010 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. l� `� COTUIT, MA 02635 (508) 477-5313 10/7/11 P.T.M. 1 Of 2 zv' NOTE: TO PREVENT BREAKOUT, THE PROPOSED • , FINISH GRADE SHALL NOT BE < EL.35.3 p( PROPOSED D—BOX FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK P PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. EXISTING OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT \\\\\ T.O.F. BACK OF HOUSE EXISTING F.G. EL.=38.5f F.G. EL: 37.4t F.G. EL: 38.3(MAX.) DECK MAINTAIN 2% GRADE (MIN.) OVER S.A.S. N cO LEJ ! ! ry INSPECTION L = 1 L = 7'(M PORT •' `�� 33.6 � ' SPIKE SET ® � � 4" ( 5=1� (SCH40 PVC 4"MIN.) ® S=1% (MIN.) ^SCH40 PVC , � 6" i P 11 ,o"I 74., e" 10.75" TO 5 53'4 EXISITNG 48" LIQUID INVERT I I <� Q , LevEL GAS �E INV:=35.17 PROPOSED INV.=35.00 r 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' BAF J INV.=35.74 D—BOX INV.=34.90 SOIL ABSORPTION SYSTEM (PROFILE) (EXISITNG/VERIFY) EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER S.A.S.LAYOUT BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 21" 6-4" POLYSEAL OUTLETS NOTES: 2" 2" 1-4" POLYSEAL INLETS 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=35.33 t INV. ELEV.=34.90 2) D—BOX SHALL BE SET LEVEL AND TRUE TO 00 GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=34.00 o 1n INCH CRUSHED STONE BASE, AS SPECIFIED IN 2.83' O0 310 CMR 15.221(2). 5 MIN. ABOVE BOTTOM OF 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EFFECTIVE,WIDTH=11.3' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING SUITABLE N Top View D—BOX Section AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. NO G.W., EL=26.0 4 MATERIAL USE 4 ROWS OF 5—ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE s3.25" SEPTIC SYSTEM PROFILE TYPICAL SECTION 16" N.T.S. SOIL LOG 34.5" DESIGN CRITERIA DATE: OCTOBER 7, 2011 (REF. P#13,430) SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I ELEV, TP— DEPTH ELEV. TP-2 DEPTH 60.1 END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN 37.0 A 0'` 37.2 A 0" FRONT VIEW SIDE VIEW DAILY FLOW: 330 G.P.D. LOAMY SAND LOAMY SAND END CAP 0 10YR 4/2 10YR 4/2 REAR/TOP VIEW DESIGN FLOW: 330 G.P.D. 36.5 6" 36.5 8" GARBAGE GRINDER: NO B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY _ LOAMY SAND LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 S.F. 10YR 5/6 10YR 5/6 p 35.0 24'! 35.0 26 HL L ARD, OHIO 430 6 .74NICB Arc 36HC DETAIL C1 PERC C1 ADVANCED DRAINAGE SYSTEMS,INC. UNITS MUST BE STAMPED H-20 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 24"/36" PROPOSED D—BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 5—ADS Arc 36HC UNITS WITH NO 2E5Y 6/4D. D 2E5Y 6/4D 216 POPONESSETT ROAD, COTUIT, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: B & B Excavating, 14 Teaberry Lane, Forestdale, MA 02644649 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. (Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF Engineering Works, Inc. NTS P.T.M. 230-11 26.0 132" 26.2 132' 9 NO GROUNDWATER 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. PERC RATE: <2 MIN./IN. ("Cl" HORIZON) (508) 477-5313 10/7/11 P.T.M. 2 of 2 ,j i