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HomeMy WebLinkAbout0022 WILTON DRIVE - Health 22 WILTON DRIVE enterviIle D A = 2''$ 055 SMEAD® Na 2.1531AR UPC 12534 emeadcom • Made In USA i i i Town of Barnstable P# Departime0t of Regulatory Services a�wMAaBreAsre, � Public0ealth Division Date I 1 i6J9 `6� 200 Mai rj� Street,H anais MA 02601 '-,---f-- ,;;r iOrEo►u.t" � y Z. Date Scheduled .1 ! Time U VVl Fee Pd, Soil Suitability Assessment for Sew e .Dzspo al Performed : By 'e�•� ,�vj C ,Z 1 e� -- C -s Witnessed By: � •� _ LOCATION & GENERAL INFORMATION I, Location Address 22 bo I fo:� Owner's Name v C Address --y� ) Assessor's Map/Parcel: Ze, — �j °a S` Engineer's Name (ice �i1. r��. NEW CONSTRUCTION REPAIR < j Telephone# j P �'Y� 7313 J Land Use Slope(40) 0 Surface Stonest2e- Distances from: Open Water Body ZOO ft Possible Wet Area —ft 'Drinking Water Well f Drainage Way N�� ft Prop ierty Line 20, t+-1 ft Other i SKETCH: (Street name,dimensions of lot,exact locatigns of test holes&perc tests,locate wetlands fn proximity to holes) i i I f-� ____ a 1-0 Parent material(geologic) �� �` Depth to Bedrock. -I\JI/t�1 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face N O n-2 Estimated Seasonal High Groundwater 7 13 Z i DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: �_ in, Depth to soil Inottlas, in, Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: _ Index Well leyel,R Adj,factor sr� Adj,Oroundwater IAvel I PERCOLATION TEST Date�_. _ Time Observation Hole# 4` Time at h" Depth of Perc �v Time at 6" _ Start Pre-soak Time @ r, Time(9"•6") End Pre-soak Rate Min./Inch. 2 Z, Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Heath Division Observation Hole Data To Be Completed on Back----------- i ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least on� (1) week prior to beginning. QASEPTICtPERCFORM.DOC DEL,P.OBSERVATION HOL LOG Hole# i Depth from Soil Horizon Soil Texture dil Color Soil Other Surface(in.) (USDA) I.(Munsell) Mottling (Structure,Stones;Boulders. Consistency, ravel -Z6. 3— C; f s2 DEEP OBSERVATION HOL LOG Hole# 'Z- Depth from Soil Horizon Soil Texture oil Color Soil Other Surface(in.) (USDA) �(Munsell) Mottling (Structure,Stones,Boulders. Consistency.%GravpL_ - i i i DEEP OBSERVATION HOL LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave • i - � I DEEP OBBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture oil Color Soil Other Surface(in) (USDA) I(Munsell) Mottling (Structure,Stones,Boulders, Consist en Flood Insurance Rate Map. / Above 500 year flood boundary No® Yes ._ Within 500 year boundary No Yes...:—.A- Within 100 year flood boundary No Yesi i Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious imaterial exist in all areas observed throughout the area proposed for the soil absorption system? _ If not, what is the depth of naturally occurring pervious material? Certification I certify that on —4L (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 training, expertise and experience described in 10 CMR 15.017. Date 1 2-- (7 Signature i Q;\.SEPTIC\PBRCFORM.DOC i M 'T- No. D Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comput r: Yes PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS 01ppfltation for Misposal *pstrm Construrtion 3pPrmit Application for a Permit to Construct( ) Repair(oll"U'pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a 4.00 C Owner's Name,Address,and Tel.No. 11 e Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 7 , 5 /V Sic r Type of Building: Dwelling No.of Bedrooms `� Lot Size 1 Q,Q�_sq.ft. Garbage Grinder( ) Other Type of Building �P-SND-CN .�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '6 30 gpd Design flow provided gpd Plan Date 2 -2.-(:I Number of sheets 2 Revision Date Title Size of Septic Tank m! Type of S.A.S. —r(&,3CA\ (,S- " Description of Soil Nature of Repairs or Alterations(Answer when applicable) ka D\-C 1 ct- co s:1 fifeN ch- 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 is Board of Health. Si a ate07 "2-'j . j Application Approved by ate Application Disapprove byZZ Date for the following reasons QIX Permit No. Date Issued 4 O Fee w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliCatlon for MIsposal 6pstem Construction Permit r Application for a Permit to Construct( ) Repair(41"U'pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2 2 w.)*oa _Z( Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel �eSL1/��e S a -ors Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 22 Lot Size 10,0 7 S sq.ft. Garbage Grinder( ) Other Type of Building (e��c�Frv+S�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '' gpd Design flow provided J 3 n i gpdi,� Plan Date 2 - 2 ` 1'7 Number of sheets 2 Revision Date Title Size of Septic Tank X i�f i nnc Type of S.A.S. T(&,Z1C h (e S Description of Soil Nature of Repairs or Alterations(Answer when applicable) t r0 J\-CL`) _ (�S 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 his Board of Health. Se ate Application Approved by, \ p 71W, ,I :JDate Application Disapproved by Date for the following reasons Permit No. 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( ) Abandoned( )b -j c�G� l� tJ v at �2 2 1,30 4-an) r' , p has been constructed in c ce with the provisions of Title 5 and the for Disposal System Construction Permit No. ted 2 ' —1`7 Installers _ Designer Yv" #bedrooms �}-� Approved design flow gpd The issuance of t 's pe it shall not be construed as a guarantee that the system wi ti, as design d. Date Inspector ----------------------------- -------------------------------------------------------------------------------------------------- No. 7 Fee jt7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposar 6pstem onstruction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at a 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 mus be corn leted within three years of the date of this permit. Date �J Approved by / i TOWN OF BARNSTABLE LOCATION t } �i` r SEWAGE# )1 7' VILLAGE r,,�3 .�� - ASSESSOR'S MAP&PARCEL �{'� INSTALLER'S NAME&PHONE NO._Q� ;V,,A A SEPTIC TANK CAPACITY ' LEACHING FACILITY:(type) (size) fp����Y� fC 2— NO.OF BEDROOMS OWNER PR P mP I PERMIT DATE: COMPLIANCE DATE: . al- 1-7 Separation Distance Between the: tw-N,c ut Pc iL 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 BYT J S,��4, r l� Zr r r Fool 373 C aac , i2.2 b1:,� le`loil f Town of Barnstable Regulatory Services iARNSTAHLE, Richard V. Scali,.Interim Director t ' 9 M^ Public Health Division sion �0 nwtn'+° Thomas McKean, Director 200 Main Street,Hyannis,MA02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 21 V5\ 7 Sewage Permit# 20 17-�C Assessor's Map\Parcel ZOg-�S� Designer: ���1 r+ee,-;n!, W� o rbts., I n C. . Installer: ®.A • xa n 1I,%L Address: 1Z W, C rb ss- ,e, (J P1 Address: i-?.8 13�1C l T:�'es k-dlute MA d 2G 4 y (AA } On `I - P,A,rO, v,L was issued a permit to install a (date) (installer) P 22 (hS septic system at �"��+ `P�, C-e+n 10k lLe based on a design drawn by p er i tMC_6,+tom T(5 (address) t G i nep.r et) Way-t u J K C , dated -Z- Z i 1-7 (designer) t I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes as lateral relocation of the distribution box and/or septic tank. .Strip out (if required) was inspected and the soils were found satisfactory. , e I certify that the septic system referenced above was installed with major changes (i.e. 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 constructe ncc with the terms of the IAA approval letters (if applicable) taoe PETER T. WENTEECIIII m (Installer's Signature) NO.35109 r p ; �f G,S (Designer's Signature) (Affix Designer amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, CVPrr"Yr ►rrr. OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FOltcvi �- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc sh ( I i i I U ' i (fir i, irtl r f : p ! j IC ' �Af O I I + All, ! : , I ll�p I ( i I `JI f ! ' ( I I I I i I I i i ( I , i I , i i I i i i 1 � , l � I I � I Pro II , ( ,W I I � � �* � I i; >� G��, ► I { i ! I ► ' ' � I I I � I j I I • - j 1 � � �� � j I 1 I � i I I � I ! I I I , t=� RBI ,�, , { i l'� ' r j ! I , ,,-�I � � ; ; ,I i I ► I � ; I I 1 I i i I '►' I A�� � ( I , ► � � j i ( iJ I I � � i Ii I � j ' • ! � i I � I i j � I ! ► I ► i 1 f i j I I I i I I, I • I OL ,rk Ft Lp j I � I � I k i ► i j i I I I I �.�I ��+�Y/�''I�T ' I ' /(�j I I � ► ' I i j j I i i .i 1 ' ' j i ` i i i I ► i ' �� P. ... ............ 4 0 wo pp ............ � 1 ? 1� �I 3 ! 11 I I i I I i i i I I I i I I t i I I I i i I i I ' I � ' i i 1 1 I I ; i I I I i �• I j I ! i I I I - I ' - i I I I I ' •' i �L No.._. ,1:.. ,� x Fps...../jO....._ THE COMMONWEALTH OF MASSACHUSETTS (� BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Disposal Works Tonotrnr#iun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (Individual Sewage Disposal System at: .......... ?t , .......0` ,S " --------------- ........a...... ---------•---------------------- ' / Location-Address or LOt No. ------------- ((-��- ---- ` f -...----- (��J ]� py�� -�-/�, -`.C.._.............---- wn�� 1.S..P. T Y•[J 1Jj�..4.T . al.:..=...--.1?.................... Installer Address Type of Building P'� Size Lot-------------------- -----Sq. feet Dwelling—No. of Bedrooms---W___________ ___? .._Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ............... No. of ersons............._...._._....... Showers — Cafeteria a YP g ------------- P ( ) ( ) a' Other fixtures ______________•-•---.-___--. . d W Design Flow_ _-57•6.........................gallons per person er day. Total daily flow_-_ .......................gallons. WSeptic Tank�Liquid capacity.—gallons Length---- ...... Width-0--------- Diameter---------------- Depth................ x Disposal Trench—No................. Width.................... Total Length.................... Total leaching area_...................sq. ft. � Seepage Pit No......1------------- Diameter-----LDt....... Depth below inlet..... _-......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.-.---__------__.--• Depth to ground water....................---. ------•------------------•----•-----..--....------••----......................_.._..........._...---......................................................... 0 Description of Soil........................................................................................................................................................................ W V -------------------------- •------------------------------------- ---._------- -.--------- '-------------------------------------------------------------------- ---------- ....._....------------•--•---•--•- -------'------------------------------------'-------------------------------------------------------------•-----------------------------------------•--------------•----------------------........_..••- U Nature of Repairs or Alterations—Answer when applicable._---- 'T.(}_�t._Q1-0.C�e,SS -- -��____ _________________ u.1....iz-v ?..S� 1c. - c .�nY _ T_ur Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been/issued by the b and of health. Signed .---=` .. ...- - a..- `.��'1. ..... Date ApplicationApproved By ......................................---------------------------------------------------_----_-_----_-----_-_------------------------ --_ ------........---- Daze Application Disapproved for the following reasons: ............................. ....---------- ------------------.--------------------------------...-----....----..........---- .......................................................-----------------------------------------------------................................... -------------------------------------- ----------------- --------------------------------------- (� Date Permit No. ! _`---Y6)----------_------------- Issued���,- -_ - N, Date TOWN OF BARNSTABLE 41 LOCATION k ;P, - SEWAGE # VILLAGEf(2 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. Ca�2,e,/c*in JL o �L:4, �7 fj-p b slY SEPTIC TANK CAPACITY /00 D , LEACHING FACILITY:(type) (size) /00o 0tJ ' S�v NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER �� f., a DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r j db8v�a �. iF Fizz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE App iratiun for Disposal Works Toustrudiun 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair ( Lj, -aeIndividual Sewage Disposal System at: ....�,� R`7. : Ta'L U I�.:xP.. ...-. ......Y ............... .......... ' - Location-Address P or Lot No. ...........� t Owner Address . Installer ----------•-•--..._ Address - Type of Building Size Lot................ f�� ............................Sq. feet t-t Dwelling—No. of Bedrooms�...!: �!4(` : /.Expansion Attic ( ) Garbage Grinder aOther—Type of Building ____________________________ No. of persons....-_._........._...._.___. Showers ( ) — Cafeteria ( ) Otherfixtures --------•----------------------•-•------------------ ....-------------•---•-----•------------------------••---------......------••---------------•--- W Design Flow......5�:..<..........................gallons per person per day. Total daily flow..._73----_D__.____................gallons. WSeptic Tank,—Liquid capacity J.02gallons Length...._..... Width._1�........ Diameter................ Depth................ W Disposal Trench—No. .................... Width.................... Total Length...._............... Total leaching area....................sq. ft. Seepage Pit No-------I------------- Diameter.__--t).t------- Depth below inlet.....e—......... Total leaching area..................sq. ft. Z Other DistributiSn box ( ) Dosing tank ( ) •, N W Percolation Test Results Performed by......:................................................................... Date........................... ,;, Test Pit No. 1................minutes per inch Depth of Test Pit.............._..... Depth to ground water.........................11, (s. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ) i�•1' r , , ........................................ t ODescription of Soil...............................................................................................................................i............................... ar x :............•---• ------------=....... U Nature of Repairs or Alterations—Answer when applicable_____.Q11 ?- ��_�--r1I _ S 1 .' I ..�Y` `. :��'- t/�w A:h��.... L, �.n- /, � ., Agreement: t t The undersigned agrees to install the aforedescribed Individual S'.wage,Disposal System in accordance with the provisions of TITLE 5 Of the State Environmental Code—The-undersigned further agrees not to:place the system in operation until a Certificate of Compliance has,_been,:Issued by the board'of health. *' Signed� \ . r.c Ct�....\ .. ` ✓ Date t � Application A roved B ; t ✓, -'............. . .... . Pp PP Y - --- -- . ..... -------- ----- a `..1� ...._ 1� Dace Application Disapproved for the following-g-reasons: .._`.......................... i-mil'. `,C� — — — ---------------------------------------------------------------------------------------------..... ----'------------------------------- pr t'• . Dare Permit No. ................l...l.. y � .......... ... --- Issued ............----------...-- ..........------------------------- •< _... - .-� ._� Dare - THE COMMONWEALTH OF MASSACHUSETTS ♦ BOARD OF HEALTH TOWN OF BARNSTABLE Cextifirate of (foraptinure THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �)a by---------------------------------- -- C....L_�t1 ... 5 '`r c . ....-.: - 1 Installer ate-... - +`.'T---------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ..........�,1..--..�(.-6)_- ------ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........... ..... >.- - ...... Inspector ....... ..........v. :.................................................... -------- THE COMMONWEALTH OF/MASSACHUSETTS BOARD OF; HEALTH 4 TOWN OF BARNSTABLE No.....1.�.-.y�... FEE..... 11..:!...:.. r. Disposal Works Tonstrudion rami# Permission is hereby granted...............�.-- QLr-_._..1_,__f f! i .. aY `t`../............................................... to Construct ( ) or Repair ( L)-.an Individual Sewage Disposal System atNo................ ------- r�— �t J. .�..�� n.r�f.... /a r��•'-? r................. t/V7I........................................... Street as shown on the application for Disposal Works Construction Permit No._-9f..�.._w.Tiiea­lt'i !��. Dated.......................................... .......................................C� r • -•----• DATE..-------- - ,./ FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS _-100——EXISTING CONTOUR y N * , x 100.98 EXISTING SPOT GRADE r W - EXISTING WATER SERVICE u+ LOCUS er OVERHEAD WIRES BENCHMARK TEST PIT 5� St COTSIDE COR./STOOP co °�o �o�P EL.=103.75 BENCHMARK PC23 LEGEND e e � N 18'26'30" W chain-link fence Q LOCUS MAP 100.00' \ \ NOT TO SCALE 14-58- �14---X'l14.02 NOTE.- A LIMITED STRIPOUT OF UNSUITABLE SOILS MAY J_ � _J� -- 1 --_� GENERAL NOTES: BE REQUIRED NEAR THE EXISTING LEACH PIT. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL (SEE NOTE 11) _ `� r 1E}Es-—- BOARD OF HEALTH AND THE DESIGN ENGINEER. 10 -� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS TP-1 TP'`2� � __ 34__'0_4——— \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE EXISTING S.A.S. h03,33 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: PUMP, FILL WITH A- �'" _�-103,39 \ SAND & ABANDON \ 20 i \ 4 -310 CMR 15.405(1)(b): 103.82 _ _ � 13, 103,17 x 104 { i 1) A 10' variance, S.A.S. to cellar wall, for a 10' setback. 000 2) A 2' variance to the maximum cover requirement of 3', r-i x 103,19 � for up to 5' of cover over S.A.S. EXISTING SEPTIC TANK i t O O I 105,94 � ENCLOSED � t 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TOP OF TANK, EL.=101.5E ' w �� � 'p' 1 T 03,75 �jPORCH x TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE INV.(OUT)=100.17.f(VERIFY) oD i 103.37 SONOTC/BE FNDN. 103.00 DESIGN ENGINEER. p 102.9 x 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING i r o i ap FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN I ^� O5. A ENGINEERELEVATIONSBEFORE O L R O S U CONTINUES.CTION BASEDONASSUMED DATUM x ^i; O , iEXISTING O o ,87 x 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 102.87 I-�10' HOUSE(#22) THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF IIIT.O.F.=103.3E r HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. S � ) 102.20 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 103.03 f i PORCH = V) 8, THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS PROPOSED S.A.S. I x AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE I_ 29 DIRECTED BY THE APPROVING AUTHORITIES.03. I i 103,14 • .. .,.: 103,08: c 10315 x x O. ,Q: .::.:: 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 11' VENT fence �j THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ;: x � a o CONSTRUCTION. 103,08 LOT 14 ? Y .;.' may•.. Q 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 10,078 ±SF N REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 102.56 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 100.00' x INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. ++ _ © \ �F 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND S 18'26 30 E , :. — ( � MAs'r NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. _ �17 :: ye- '•r 1 4. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 102,55 ---` x 101,75 i o PETER T. SYSTEM COMPONENTS NOT SHOWN ON THE PLAN IP FND LAMP._:;.{.;.."''>. McENTEE "` o CIVIL PARCEL ID. 208-055 35109 • 102.53 , edge of pavement 101.03 �99,98 ` 9.08 A� c/sz � �� PROPOSED SEPTIC SYSTEM UPGRADE PLAN WILTON DRIVE 22 WILTON DRIVE, CENTERVILLE, MA 1' 212I17 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. DESCHENES, MARY E Engineering Works, Inc. 1"=20' P.T.M. 108-17 22 WILTON DRAIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 2/2/17 P.T.M. 1 Of 2 y NOTE:j TO PREVENT BREAKOUT, THE PROPOSED FINISH !GRADE SHALL NOT BE < EL.=100.33 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED D—BOX INSTALL WATERTIGHT RISER & S.A.S, T.O.F.=103.3t COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT CHARCOAL F.G. EL.=103.1 TO 104.0t VENT F.G. EL.=102.9t F.G. EL.=102.9t F.G. EL.=103.8t MAINTAIN 27. GRADE MIN. OVER S.A.S. ��� SET REBAR FOR LOCATING L = 5' L = 2' INSPECTION ONE 2'x3'x65' LEACHING TRENCH WITH S=1% (MIN.) @ S=1% (MIN.) PORT 4"SCH40 PVC 4"SCH40 PVC SCH 40 PERF. PVC DISTRIBUTION LINE 6" to"I 6• ,a" 2' EFF. r EXISTING 49' LIQUID DEPTH LEVEL ADD } INV.=100.07 GAS BAFFLE) PROPOSED INV.=99.90 SLOPE OF PERF. PIPE = 0.5% INV.=100.17f D—BOX INV.=99.83 65' EFFECTIVE LENGTH EXISTING INV. EL.=99.50(END) EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) MAINTAIN 2% GRADE (MIN.) OVER S.A.S. �? 2.9 2" LAYER OF 1/8" TO 1/2" r �29•7, DOUBLE WASHED STONE ' ^) ENCLOSED NOTES: BREAKOUT ELEV.=100.33 (OR APPROVED FILTER FABRIC) �, �' �jPORCH 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. EL.=99.86 3/4"-1 1/2" DOUBLE SONOTUBE FNDN, INVERTS, PRIOR TO INSTALLATION. 2' ME WASHED STONE 2) D—BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=97.50 I I ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' MIN. OF NATURALLY OCCURRING r 3' �� fn /—'STING PERVIOUS MATERIAL ONE 2'x3'x65'(AVE.) �� �n HOUSE(�22) 4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE GROUNDWATER LEACHING TRENCH � I`t10, TO.F.=1033f -L THE OUTLET TEE. NO G.W. EL: 92.5 I PORCH SOIL ABSORPTION SYSTEM (SECTION) SEPTIC SYSTEM PROFILE r DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS DATE: JANUARY 27, 2017 (REF#15,256) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON R.S. HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH DAILY FLOW: 330 GPD 105.0 A 0 104.0 A 0" DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM 10YR 4/2 10YR 4/2 GARBAGE GRINDER: NO 104.5 B 6" 103.5 B 6" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 102.8 C1 10YR 5/4 26 C1 102.0 10YR 5/8 24„ SEPTIC LAYOUT .74 GPD/SF PERC INSTALL ONE 2'DEEP x 3'WIDE x 65'LONG (centerline) TRENCH WITH 30"i48" STONE AND SCHEDULE 40 PERFORATED PVC DISTRIBUTION LINE PROPOSED SEPTIC SYSTEM UPGRADE PLAN SANDSIDEWALL: 2 SIDES & ENDS x 2' x 65'(ave.) .............= 272 SF M2.D5Y 6/6 SAND 6/6 22 WILTON DRIVE, CENTERVILLE, MA UNUSABLE SIDEWALL: (5' + 5') 2' EFF. DEPTH ...........= -20 SF Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 3' x 65'(ove.)...................................... = 195 SF � Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................................447 SF NTS P.T.M. 108-17 93.5 138" 92.5 138' Engineering Works, Inc. DESIGN FLOW PROVIDED: 0.74 GPD SF 447 SF = 330.8 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. / ( ) (508) 477-5313 2/2/17 P.T.M. 2 Of 2