Loading...
HomeMy WebLinkAbout0183 PERCIVAL DRIVE - Health 183 Percival Drive A= 110-001 -009 W.Barnstable i TOWN OF BARNSTABLE i1 OCATION 103 r"cm i rya I r i low SEWAGE# I0 l a.- as )VILLAGE t ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. En`,_r Qr,,5 es L C- 508-477-677 SEPTIC TANK CAPACITY �17 1 S,ARC 3r_1iG "A0 LEACHING FACILITY:(type) 6 ARC 36. AG 3idC fbrf",,(size) 3a, x 5,'S" NO.OF BEDROOMS 3 OWNER L C&, Ancke-w F f Jv`rc 14 PERMIT DATE: l 1-0 1 COMPLIANCE DATE: o?-4 / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 116 C mUrJwv4'/'Feet Private Water Supply Well and Leaching Facility(If any wells exist on obxrverj site or within 200 feet of leaching facility) /ZJ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within ,/q 300 feet of leaching facility) /v �1 Feet FURNISHED BY —� I(� P%/�1,�(_ i 1 1 1 Vp I ® 3 A , A- 1-37 , 3 A—o2y43, Lj`oZ=38 4 , 344 b 4 5 ;� T No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for Dispisal Opstem Construction permit Application for a Permit to Construct( ) Repair V Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1,53 Feet iv4l D 2<<J€ Owner's Name,Address,and Tel.No. . Assessor's Map/Parcel j('Q p p p ®Cj SAw C Insst/allller�'sName,Address,and Tel.No. L"�W77 ( Designer's Name,Address,and Tel.No. 0,r1YCat A,e_f-A(6kr f ev>es �� `✓(W:-7 63 �'.Q.(�TG�1i)`� C �1.-G2�6�tC �J a-L,� Type of Building: Dwelling No.of Bedrooms Lot Size 3-7 Zoo t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z`. gpd Design flow provided 3 9 5', 3 gpd Plan Date 1113 ) 2O t Z Number of sheets 2— Revision Date Title I S 3 1 Size of Septic Tank L b D i� G ip� � Type of S.A.S. (,tee W j :a55 V d j 0 f 1�1Lc 3(o ter'[ Description of Soil j?`ay) Nature of Repairs or Alterations(Answer when applicable) EK-,5%)- t�M L• J-b flo-w T) -3 ®k Tp b CJA�t,.y '�c.�u 6 - 1$(t-'3 l�-;Yc►,n4-7-n 2>f"�G`��<�C. 3� �z Co�pirl, Date last inspected: Z D 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 b this Board of Heal Date / /�i2 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Ul ___ Date Issued No. - Fee THE COMMONWEA TH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWkOF BARNSTABLE, MASSACHUSETTS Yes -,J 0(pplication for Disposa pstem Construction permit Application for a Permit to Construct( ) Repair(V Upgrade( ). Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 5'3 Peet.)"V A 1 D 2;ve Owner's Name,Address,and Tel.No. W,g/4"VI 16rV45 t -< Ai4Y �ec- Assessor's Map/Parcel 110 p p f — O04, .54-vrt C- Installer's Name,Address,and Tel.No. yZ Z—W 7 7 Designer's Name,Address,and Tel.No. C W•�� b+{U7�I.j� �� igof'76? t;QL44t4;1\Le Wd24t Type of Building: i Dwelling No.of Bedrooms 3 Lot Size 2�t sq.ft. Garbage Grinder( ) i I, Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a gpd Design flow provided gpd Plan Date ► 13 12� ( Z Number of sheets 2.- Revision Date Title 1 �� �GrUU�►� _.,� Size of Septic Tank ( ' O0 G,p ` lex,.)I�ZL, Type of S.A.S. e W JA;44 �,edd D Akc 3 ti t��Cv,n K-lu Description of Soil i 11 i Nature of Repairs or Alterations(Answer when applicable) (:�—X+5 i ri j rr4,VA L 1 0 /�c.J T) —13 O SC i t� SUM C•1 D t � 3C p-r o4 14-'710 Sdf (i Al2!9,—PptL 3(a 4 ZGo.�ir„ i f Date last inspected: 2•d 1 Z 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 b this Board of Healt . gn d Date' ( 1 L Application Approved by Date 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( )by LAU4e eg, 01-6 -4 (,l - at 1�� P&C Iv+A� -W.1v4 LOeq i;ryw wj e has been cons cted in accordpce with the provisions of Title 5 and the for Disposal System Construction Permit N ated Installer otP �-e �✓>> S LJ-4— Designer C nc IVLOAA+ 7s 1 I. #bedrooms �j Approved design flow gpd The issuance of this permit hall /ot be construed as a guarantee that the system wAil f"u�i a esig ed. Date �` / . Inspector -------------------Fee------� -- HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair 4 Upgrade( ) Abandon( ) 3 LC -e System located at S G, � �(� T .. 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:Cos ction m st be c pleted within three years of the date of this permit. Date Approved by 1 i Town of Barnstable Regulatory Services Thomas F.Geiler,Director & r Public Health Division Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# Assessor's Map/Parcel Installer&Designer Certification Form Designer: W c r 14 s, Inc, Installer: t L_04 Address: Jz W. orb s s ;e ICA IZ4. Address: On �ce �cnc f` � P was issued a permit to install a (date) (installer) septic system at 19 3 6-yi' k)& based on a design drawn by (address) Fe' Le Cv��ee `PC'-- dated 3 !' Z XJ (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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout(if required) wa cted and the soils were found satisfactory. ZH OFMgs� PETER T. u+ o McENTEE (I taller s Si ature) CIVIL 9 No.35109 Q STS�� (Designer's Signature) (Affix Design re) PLEASE RETURN TO BARNSTABLE 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. gAoffice forms\desipercertification form.doc h, Town of Barnstable P# �3 Department of Regulatory Services .,►turar,BL& Public Health Division DateMASS 103v. // 20 ain trcet,Hyannis MA 0260y 7 Date Scheduled Time Fee Pd. Spoil Suitability Assessment for Sewage Disposal Performed By: M-CC• -d- li- Witnessed By: LOCATION& GENERAL INFORMATION Location Address l q 3 Owner's Name 01 D �ie(G►LAI....,�(Lt�U� rw JeC. W e&r 1ZP4-1,"'IY-!.G 1,e Address 1 S 3 P r&L441' 1)y)V f ,,, � ,r Assessor's Map/Parcek �10/ O 0 / - 'p0 If/ "G Engineer's Name �,/'r am�da �?/1� NEW CONSTRUCTION / REPAIR ✓ Telephone# 7 7 ?-9 7-7 Land Use Slopes M 1 -S— Surface Stones Distances from: Open Water Body�� ft Possible Wet Area 2 ft Drinking Water Well"Z t ft Drainage Way ft Property Line �3� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) I Parent material(geologic)`^}�+^ Depth to Bedrock Depth to Groundwater. Standing Water in Hole:_�/ )1 Weeping from Pit FQae Estimated Seasonal High Groundwater CA 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 f[. Index Well# Reading Date: Index Well level „ Adj.factor, Adj.Groundwater Level, PERCOLATION TEST mete. , Titne.Y_._ Observation Hole# Time at 9" � Depth of Perc Time at 6" Start Pre-soak Time @ �&-L 2` Time(9"41 G.. Z '1'L�Y4���i►.G"1 ' End Pre-soak ( kx-.. Rate Min./Inchyrtc i I 0 z ' Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N) tic,_Z_ � 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:\SEPTIC%PERCFORM.DOC I DEEP-OBSERVATION HOLE LOG Hole#--�L_ Depth from _ Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistenCy.%Graven DEEP OBSERVATION HOLE LOG Hole# `�-- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con sistency.%Grave ate- S�5 —� ., .�/ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistcncv.%Oravell DEEP OBSERVATION HOLE LOG Hole# 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 Within 500 year boundary No 4 Yesr 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? 15�5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:WEPTIOPERCFORM.DOC MUST AL= IPPROVF.D 2 )fT.l�'. /_TN. . NO CAFE F ISL ANDS WI TNESSrrJ T.MCKEAN OP✓ SHA L L PE IN ----- _ E SA All TA/-7Y BARNS ER0. 17` HEAL T/f ��� � , At_ APPL ICARLE VATF- _007-2,_1986_ --- ' - 477 PLANS ANO 0.. Ilk'I`BER OF Fr_--C/100;11,'S "3 AR PURP05E.; G:I'PRA Gr= NO TOPSOIL 6 -HAZAf701 CA IL Y FL 011, 330 r'A L . We/� SUBSOIL :=EPTIC T/�NK F'rCJ 'C. 1000 GAL 24 - _._ _ SEP TIG %/'NAY F'l-O VT_17f_z O 1000 CA L . L f=A CHTNG f3C—01-J rRr-o 330 GPD. 72 9' G / S tOF_s''AL l_ AR.�=A 1895. F. X 2. 5 G/S. F. - 4.70 rF,p BO) TOM AREA - 79 S.F. .S� d 79 5. F. x_l. 0 (Vs. F. - 79 Gp0 L EA C"ING PPOI LT.G r 0 549 GF/7 r - - - 1A T-TON 144 N NO GROUNDWA TER route SINGLE FA MIL Y' RESIDENCE G �T T Belly J ti MCSHANE CONSTRUCTION CO. L O T 28 PERCI VA L DRI V � � 3 `VEST BARNS TABL E - MASS. DAVID!.N L.E'VA TTON CAFE S I.SI i?NOS ENGI.NEFRT. NG +r�!i, �f -7n,1 � •- - -- - •-- l'i ' '� /.' r� A A/ Z 7-7 A-'A TOWN OF BARNSTABLE r i �/� LOCATION Z-,�y'- TFrc-"oa/ ��j[OQ SEWAGE # -3OLI 4 VILLAGE �� �at�S?a, e ASSESSOR'S MAP & LOT t I INSTALLER'S NAME & PHONE NO. a4, A 1j r`1y 9,7,f- 5'S1/5 SEPTIC TANK CAPACITY lQQ®g of LEACHING FACILITYAtype) A,;A— (size) NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER BUILDS OR OWNER DATE PERMIT ISSUED: - DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No L z V' t 10 t l � No. . ...._ Fss..l...................._. THE COMMONWEALTH OF MASSACHUSETT BOARD OF HEALTH I ...... .11!' .............OF.......�f� 1��...... Appliratilatt for Disposal Works Tonotrurtinn rrrmit Application is hereby made for a Permit to Construct ( ,/or Repair ( ) an Individual Sewage Disposal System at• ................. .................................................................................................. ocatio -Address •-.-..•-----------------or Lot No. .._.. _ .... --------------------------------- •••....._••--- ..... ----•-•..._... --------......--- aJc��►,"► F'J !�G/e li/_� s21- ` ._✓_._!.__Ad `.tiIS ✓).1�:`?`!.1 .... Installer Address 7 Type of Building Size Lot�3;.Z_C)....Sq. feet U Dwelling—No. of Bedrooms.............................. . . .Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ............................ No. of ersons.......(P__................ Showers —a yp g p ( ) Cafeteria ( ) a d Other ��s-•...............::allons---•------------------.................................................................................................... WDesign Flow............... __.__ g per person per day. Total daily flow....... ?......................gallons. WSeptic Tank—Liquid capacityli.P�!Qgallons Length .Le'_ Width.. Diameter................ Depthr�_�..�_.��. x Disposal Trench—No- ------------------•- Width............ Total Length.................... Total leaching area.......___-_._._....sq. ft. 3 Seepage Pit No........�_-_-._-__-- Diameter_!.(; ��'... Depth below inlet`9�Cn..... Total leaching area..?��...sq. ft. Z Other Distribution box ( ) Dosipg,tank ( )!!�nn �23(v aPercolation Test Results Performed by..)_)4L_� - ..` �/nP�Y! _.�_.-_-•--_----•--_ Date.. l_ :... ..�C'��� ,.1 Test Pit No. I.....�.._...minutes per inch Depkh of Test Pit__ ..._.. Depth to ground water...:`"....__. (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •-----------------------•-•--•-• •••-----•••--•••••••••••••••-•............-•-•-•-•••--•--•••-••-----•••••-----•....-•--•......................•. 0 Description of Soil. ..-_Z.... __...____- �2_ ......................... St. �a,v� d- W ..........................�........ G� ��_.._C1 e_.r qYM.... ... ...� a __11 UNature 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 TITLE S of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance s be issued b the board of health. Signed ............. . . . .. �-----:-------------..... .. ...... .. 7 --------- ------ -- 1 Application Approved Bye+ -'...... ..f ..... .. ... ...... .. ..... `� ....... Application Disapproved for the following reaso .......................................................................... .................................... _ Permit No. ... . .. ............. .................. Issued ....... ....Q ... .................... Dace . ce No................_....... ! / \ r Fsz....t..................... _ r THE COMMONWEALTH OF MASSACHUSETTS BOARD COF• HEALTH ..........t. �� 'L............. OF.......>,�.L��,j� li�.(/ ..;.L�=.t v�. . pphrtt#iun for Diupuuttl Works Tonstrur#iun rrrmi# Application is hereby made for a Permit to Construct ( \,/or Repair ( ) an Individual Sewage Disposal System at: _ ..�..��.�.....�'„��..... �, .... ................................ ............................................. ......................._._................ Location,-Address I or Lot No. ........ 3..--••-----•.................. .•---•-----•-----•---........------••-•--. .....------...------•----.....-----.............. . Owner Address W M Installer Address U Type of Building Size Lot.ZQ:Z..h.0...Sq. feet DwellingNo. of Bedrooms........... .:.............................Ex ansion Attic— p ( ) Garbage Grinder ( ) WOther—Type of Building ............................ No. of persons.......�k'._..__...__.____ Showers ( ) — Cafeteria ( ) dOther fixtures .--------•-----.•-•-••••-••-•-•---•-•-••--•----•••••---------------•-•••••••-••--•----•-..._...-------...-•••-----•--....---.......................... WDesign Flow...............�=_1_.....................gallons per person per day. Total daily flow........ �-� ......................gallons. WSeptic Tank—Liquid capacity..�,��allons Length.s""Z.lc, .. Width-_�'.Q`Diameter................ Depth_'=+ �..'. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area............_......_sq. ft. 3 Seepage Pit No.........!........... Diameter.. Depth below inlet.L2'.f�........ Total leaching area..Z�e ...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ?--jyZ:j(. Percolation Test Results) Performed by--- �?�__�L�-._._`f..i C�!._l1p�.r,.;.L..!................. Date_.nl k.:..2,-C7 ��P)( Test Pit No. I......tn.....minutes per inch Depth of Test it.�: ` _':....�._ Depth to ground water_._.-L� ........ fz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' -•-•----•--------------------•----•----••------........--------...-•-------..............-----.............................................................. O Description of Soil_---....:_..�:....--•-----�-.. ._ .---•--•-•--------------------------------•-•-------.......---.........---------..__........._...---• .t'-=`..•------------------ - ---- ---• ......------•--••-------•-•---......•--•--...... ................................................... ...-- ........................................................................... V 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 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. r1 SignedI )tiie Application Approved By � �:V.` . ' . /. . '..f ld�:j�--. / -- 1 .Dace ' Application Disapproved for the following reasons:"•........................................................................................................................................ r ' r�l................. l `� - / / / f Date Permit No w . ............... Issued ........ .......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ � �(..... of .. �... ...��.......... � �er#ifira e o emplianre THIS IS TO CEIJTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by•............. .............. ........................................:........••------------.........---...............-------------...... ................ ....... ....... ... ... ..------...... j/'� )(' "((� /` / j� -Installer �- {/ at . .....-.... ,..�.... 1 t...r...1... .... ......... ----4 ........ ..----------............... 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. ... ........ .......�v� ) ✓ dated ............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE C NSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--•..................................................................................................... Inspector ...................------.....---.....................................------•--------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH- No: �.�....... `? ......................�. . ..... . . ...... . ...••• .. ...... .................... FEE... .... ....:...:... r Ropood Works Tuns#ruu#iun rami# Permissionis,hereby granted--•-•--•----•.......................••--•--•-.-•....•--.....------........................................................................... to Construct ( ��) or Repair ( ) an Individual Sewage Disposal System, at No....... r 1f . I . (.. i; ;�.:'l �.. .--• ' • ! � .- ........ ......y.-. ._......j.:.-._.._._.:....._..._._...._..._...................__.. :__...r..L.__... ..,.._..._._. ..... Street' . )- /�, as shown on the application for Disposal Works Construction Per No.. ..�!.............t Dated_ ............................... �....3:.. B -- Board o I ........................... t Form 1255 (::H&WD HOBBS&WARREN m Publishers ENVIROTECH LABORATORIES Mass. Cert. #:MA063 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Mr4hanP Construction on — LOCATION: 28 Percival Drive ADDRESS:P.O Box 618 Barnstable, MA Cotuit, MA 02635 COLLECTED BY: n A SrannPl 1 SAMPLE DATE: 5-25-93 TIME: 12:OON DATE RECEIVED:5-25-93 SAMPLE ID: ET 895 JOB #: New well WELL DEPTH: 74 RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 6.30 Conductance umhos/cm 500 138 Sodium mg/L 20.0 18.5 Nitrate-N mg/L 10.0 0.55 Iron mg/L 0.3 1.11 Manganese mg/L 0.05 Hardness mg/L as CaCO3 500 Sulfate mg/L 250 Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 I Turbidity NTU 5.0 Color APC units 15.0 Background bacteria None detected EPA 601/602 * u /L COMMENT: Iron level is not a health hazard, but may cause taste and staining problems. '. See report attached. - No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PA METERS TESTED. O E] DATE GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: ET895 Lab ID: 5221-01 Project: McShane/28 Percival Batch ID: VHA-0152-A Client: Envirotech Sampled: 05-25-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 05-26-93 Matrix: Aqueous Analyzed: 05-28-93 PARAMETER CONCENTRATION REPORTING(LIMIT (ug/L) Dichlorodifluoromethane BRL 5 BRL I Chloromethane BRL 1 Vinyl Chloride BRL 5 Bromomethane BRL 1 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride trans-1,2-Dichloroethene BRL 1 BRL I 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane Carbon Tetrachloride BRL I BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL I 11 2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL I trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,11 2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL I Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 29 96 % 87 - 113 26 86 % 83 - 117 1,2-Dichloroethane-d4 30 BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A ANV--f- = -- Fee--- � BOARD OF HEALTH TOWN OF BARNSTABLE ���fitatior�,�'or�efr �or��truction�ermit Application is hereby made for a permit to Construct ( Jj, Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel M�_S��►�`•e__Lfl 'S 1 LL°--------------------------- ------------------------- --- - - _______ -- ---- / Owner Address --- - c Gf_W e ! . Slur_-�!l�+• ' /�0_/✓ax �i��— /__f�Gcsz�---- /��- �'c�S�� ----------- ------------- ----- - Installer — Driller Address �e j Type of Building Dwelling V Other - Type of Building------------------------------------- No. of Persons----------- - - — ----- Type of Well---L----�`��----:----------------------------- Purpose of Well---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed — ----— — ---- -- --s'� 7 date Application Approved By----------________________________________________________ —_ date , Application Disapproved for the following reasons:----------------------------------------- — -- - ---- ___- --------------------- ----------------------------------------------------------------------------------_______.______----------- date Permit No. —-- -= _--- ----— - Issued------ ----- date BOARD OF OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well,instructed (Altered ( ), or Repaired ( ) -- ------------------------------------------------ Installer !— ---- at---------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated----------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------------------------------------------------------------------------- Inspector------------- - - --- ------------------------- , w 7 4111 9`kn �,�*--- Fee-- - -- --- BOARD OF HEALTH TOWN OF BARNSTABLE A r ApplicationjorlVerr Cootfuct ion Permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: ' ---_x_0----------------------- 1- 2------------- -— - -- Location - Address Assessors Map and Parcel ----- ------------------------------------------------------------—------------------------ ---- Owner Address , Installer - Driller Address Type of Building a;ul :� ! ',�if• <.;, ?'�., a » > }'�, 15 Dwelling---V---------- --- —---------------------------------- Other - Type of Building------------------------------- No. of Persons-------------------------______ Type of Well ------------ - ----------------- Capacity ----------Purpose of Well----- ------------------------------------------- Agreement: The undersigned agrees to install the afore'described individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed-11/ _ _ ------------------ —_S/6 5'�s7—_ date ApplicationApproved By------------------------------------------------------------------------------------- ---------- —— — -- _ date y Application Disapproved for the following reasons:-----------------------------------------`------------___------__---_---____ date PermitNo. ------------------------------ Issued--------------------------------------------------------� --_—_- date � t BOARD Of HEALTH '�'`I TOWN O F,%s A RIN�S`TA�B L E E.t Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( 4; Altered ( ), or Repaired ( ) bY----------------------eA L- 1-a 1 &-s 1(_d__� ���_ i --------- - -- ----------------------------------------------------------------------------- Installer at------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection - Regulation as described in the,application for Well Construction Permit No. ?�- ^- ----Dated-----=----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED-.AS A-GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------------------------------------------------------------------------------- Inspector---------------------------------------------------------------------------------- BOARD OF HEALTH TOWN . OF BARNSTABLE Yell CootructiouP fmit- No. � r--- Fee---', --`-_--;----------- Permission is hereby granted --��aw.�� �c-ter /"' j 4.......................-........----... — -- --to Construct ( %--)�Alter ( ), or Repair ( ) an Individual Well at: n No. -------------------------------- e .m - -�, ------ �� Street ' as shown on the application for a Well Construction Permit ----- Dated----------------------------------------------------------------------------- ------------------------ ^.-� ---—--— -— Board of Health DATE — --_ _ ____— - --------------------------- aDepartment of Environmental Management/Division of Water Resources- WELL COMPLETION REPORT W 'L6GQTION GEOGRAPHIC DESCRIPTION Address a �o N r'5 E W of peer) / (circle) City/Towns �. /�! . n.�� Well owner/LAC 91e.�,o eaH s (road) Addre ox, / _ 7. N E W of Ini.in tenths) (circle). Board of Health permit obtained: yes 9 no Elu/intersect. w/ O >'(road) r_ WELL USE WELL DATA Domestic ®/Public❑ Industrial ❑ Total well depth 7y ft. Monitoring❑ ,Other Depth to bedrock ft. Water-bearing rock/unconsolidaledomaterial: � IMethod drilled Ar / Date drilled t Lo—dS 4 Description/kCr_/ 1,rv.i'P Z Water bearing zones: I CASING Type Ed Ho )00C 1) From To v 2) From To Length�lLft. Dial.I.D.) 4 In. 31 From To Length into bedrock ft. Gravel pack well: dia. Protective well seal:-R , Screen: dia. Groutig- Other Slot r'Lr—length_$_from_7 to �y - STATIC WATER LEVEL(all wells)Static water level below land surface SS ft. Date sh3 . WELL TEST(production wells) Drawdown 2 ft. after pumping t( hr. - min.at _gpm How measured To P,• Recovery —ft. after—hr. Zr min. o LOG of FORMATIONS, COMMENTS I' Materials From To l McDriller e S `Firm RA Address a• 5'l ) . f. /Ibx,. t r City/Town yr / #` Supervising Driller Reg.# _7.5 .Si nature o/snpervlsin re istered well driller Piem pN"t"rmlY . ..BOARD OF HEALTH COPY h / N ® c 0 3 (D o 2_j / Ota Rd y; y, N 46'35'54" E Count 9h s 62.00' En 0 0 o"c t +54.89 et ns;ae % LOCUS '-------` LOT 28'� LOCUS MAP 37,28os.F. NOT TO SCALE ;r�PN 110 001 -OWU - LEGEND + 5.95 98 --EXISTING CONTOUR _-- � x 100.98 EXISTING SPOT GRADE - ♦ EXISTING WELL _ -''"" N L4 U UNDERGROUND WIRES I TEST PIT BENCHMARK �--' _ M VENT '+65.98 j STRIPOUT �` - SEE NOTE 11 / ? / x/6 1 �i / /�,`�� ', EXISTING LEACH PIT 3 % �! of �fep�� TO BE PUMPED, FILLED WITH ( \/ 9 ' •. SAND AND ABANDONED 6818� �1 ,� IV ® 2 {BOULDER , BOULDER �O 68P48�2 O .x 63.51 BENCHMARK 0 NAIL SET IN TREE EL.=66.76 (Assumed) i 68.72- 67.67 �+ 12 - t�wTS l x 65.23 � EXISTING SEPTIC TANK RAGE DECK (TO REMAIN)( � � ' GA i (SLA qg TOP OF TANK=67.94 :69.e0 EXIS77NG 6r INV.(OUT)=66.61t HOUSE(#183) 59:51 T.O.F.=70.46t9.60 , .j. 69.26_8.19 x62.93 GENERAL NOTES: / 69,04 / 9.79 6 , .6 6 QS � 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �.� i BOARD OF HEALTH AND THE DESIGN ENGINEER. Q. r 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 68i75 i O J� , OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE . :'. i , I LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: i L"'----- -310 CMR 15.405 1 b 69.14 , 1) A 3' variance to the 3' maximum cover requirement, for 6' of max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 95 i J DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING x 65.3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 67pt�. ( (v ENGINEER BEFORE CONSTRUCTION CONTINUES. E`�,�'3 ' 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 1p 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION: 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. L1.71 IWEL 1 .,69.5. : j 67.41 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. J 4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS �F MASs� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 9yG DIRECTED BY THE APPROVING AUTHORITIES. 73.50 PETER T. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WELL McENTEE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 66`31 v CIVIL CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 0 No. 35109 sec - IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 70 A /SjE �� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 6e,9a INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. .09 •� �� xl 8.13 f • . ���• 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 73.05 ;� 00, IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 9 F� 7273 Pa9& . I ' PROPOSED SEPTIC SYSTEM UPGRADE PLAN C1�,9 71,a' 0 71.53 183 PERCIVAL DRIVE, WEST BARNSTABLE, MA A� ; LEC BOX Prepared for: Capewide Enterprises LLC, 153 Commercial St, Mashpee, MA 02649 71.16 CP LEC BOX OWNER OF RECORD O� `0 ' Engineering by: SCALE DRAWN JOB. NO. LEE, ANDREW F & JULIE M 70.64 � 1 1"=30' P.T.M. 106-12 7 1 Engineering Works, Inc. ` �1` 183 PERCIVAL DRIVE ; 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. W. BARNSTABLE, MA 02668 (508) 477-5313 1/13/12 P.T.M. 1 Of 2 f a� NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.62.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT CHARCOAL VENT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S.A.S. (CONNECT ALL LINES) T.O.F. F.G. EL.=EXISTING F.G. EL: 65.0 TO 68.3(MIN.) F.G. EL.=67.5t � F.G. EL: 68.3t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. i L = '(MAX)6INSPECTION PORT L = 32' ONE MIN.® S=1q (MIN.) 0 S=1% (MIN.) f' (MIN.) 4"SCH40 PVC 4"SCH40 PVC 111 6" to"I 6 t a" 10.75" TO EXISTING 48" LIQUID INVERT LE�L ADD INV.=62.17 PROPOSED INV.=62.00 (3 ROWS OF 6 UNITS AT 5.0'/UNIT) + 2.4' (2 COUPLERS) = 32.4' GAS BAFFLE INV.=66.61 D=B SOIL ABSORPTION SYSTEM (PROFILE) INSTALL INLET INV.=61.90 EXISTING SEPTIC TANK TEE .s wa ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR 01 PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP t _ TOP ELEV.=62.33 NOTES: INV. ELEV.=61.90 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=61.00 INVERTS, PRIOR TO INSTALLATION. 2 83' 2) D—BOX SHALL BE SET LEVEL AND TRUE TO 5' MIN. ABOVE BOTTOM OF GRADE ON A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5 INCH CRUSHED STONE BASE, AS SPECIFIED EXISTING SUITABLE IN 310 CMR 15.221(2). NO G.W., EL=53.2 — MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED. _ 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 3 ROWS OF 6—ADS Arc 36HC UNITS + 2 COUPLERS PER AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. ROW WITH NO. SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION SEPTIC SYSTEM PROFILE N.T.S. SOIL LOG DATE: JANUARY 12, 2012 (REF# P-13,525) SOIL EVALUATOR: PETER McENTEE (SE#1542) = ---WITNESS DONAL-D--DESMARAIS—RS:—HEALTH AGENT t' Elev. TI'- 1 Depth Elev. TP-2 Depth 17.4C i,. 88.2 q 0" 68.5 A 0" �INTt LENGTH i SANDY LOAM SANDY LOAM 9.45" 1OYR 4/2 1OYR 4/2 67.4 B 10" 67.7 B 10" 16" 12.37" SANDY LOAM SANDY LOAM 10YR 5/4 10YR 5/4 65.2 36" 65.5 36" 1o.3a" C1 C1 INVERT DOME END HEIGHT SILT LOAM SILT LOAM POST END 10YR 5/3 10YR 5/3 (UNSUITABLE) 60.5 (UNSUITABLE) 96" 33.75" C2 57.2 132" C2 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY '�— MED. SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANC MED. SAND 2.5Y 6/4 2.5Y 6/4 4640 TRUEMAN L Mue HILLIARD, oHlo 4 26 Arc 36HC SIDE BE STAMPED COUPLER ADVANCED DRAINAGE STSIEMS,INC. a 53.2 180" 53.5 180" "=t5" j 5PERC RATE <2 MIN/IN. IN SAND (RECORD, 10/2/86) NO GROUNDWATER OBSERVED 16" 34 i DESIGN CRITERIA TOP VIEW NUMBER OF BEDROOMS: 3 BEDROOMS so^ SOIL TEXTURAL CLASS: CLASS I END CAP END CAP DESIGN PERCOLATION RATE: <2 MIN/IN FRONT VIEW SIDE VIEW END CAP ff DAILY FLOW: 330 GPD REAR/TOP VIEW -t4tl DESIGN FLOW: 330 GPD NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW GARBAGE GRINDER: NO TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. r----•d� LEACHING AREA REQUIRED: (330) = 445.9 SF 4640 TRUEMAN BLVD,• ``'`• 74 swS.HILLIARD, OHIO 4302` re 36HC DETAIL EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ADVANCED DRAINAGE SYSTEMS,INC. U ITS MUST BE STAMPED H-20 PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTI RA- N USE 3 ROWS OF 6-ADS Arc 36HC UNITS + 2 COUPLERS PER 183 PERCIVAL DRIVE, WEST BARNSTABLE, MA ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: Capewide Enterprises LLC, 153 Commercial St, Mashpee, MA 02649 (Arc36HC Units) 18 UNITS x 5.0 LF x 4.80 SF/LF = 432.0 SF Engineering by: SCALE DRAWN JOB. NO. ' (COUPLERS) 6 COUPLERS x 1.2' x 4.80 SF/LF = 34.6 SF Engineering Works, Inc. N.T.S. P.T.M. 106-12 TOTAL AREA = 466.6 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(466.6 S.F.) = 345.3 G.P.D. (508) 477-5313 1/13/12 P.T.M. 2 of 2 N ® c o� 3 0 S_j / N 46'35'54" E Count � 9h /!°�, i 62.00 s ' N �r O°f - o +54.89 o � Sf,.eef I �2 LOCUS ' LOT 2$'� LOCUS MAP �(�'p 37,28OgS.F. NOT TO SCALE ;'/"11-N 110/ 001 -0,09 LEGEND + 5.95 ; 98 --EXISTING CONTOUR x MOAB EXISTING SPOT GRADE � ♦ EXISTING WELL _--'N U UNDERGROUND WIRES '4 I '� rn N 0 TEST PIT BENCHMARK ---`�2'-- rn 01G p, 'VENT -+65.9E 4' , 6. STRIPOUT SEE NOTE 11 IL x16 1 1 i EXISTING LEACH PIT Q of %\� .� TO BE PUMPED, FILLED WITH 9 . , SAND AND ABANDONED 681 N BOULDER j BOULDER;a� BENCHMARK 68.48 8.48`�\ O ` .x 63.51 p `� ; NAIL SET IN TREE EL.=66.76 (Assumed) - ¢ 68.72 x 6142 67.67 x i 0 x 65.23 EXISTING SEPTIC TANK GARAGE DECK j TO REMAIN)(SLAB) �' ,� ( TOP OF TANK=65.25 69.80 EXISTING 66.h� INV.(OUT)=63.92f HOUSE(#183) ,k5 ' bs;sl T.O.F.=70.46± i 69,60 j. 69,26 x62.93 GENERAL NOTES: 69.04 _ 819 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL p --- BOARD OF HEALTH AND THE DESIGN ENGINEER. �79 6 6 ,(6 / f� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' OF THE STATE ENVIRONMENTAL� CODE TITLE V AND ANY APPLICABLE 6e<7s LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:' � � -310 CMR 15.405(1)(b): L------ 1) A 3' variance to the 3' maximum cover requirement, �.. i for 6 of max. cover. S.A.S. shall be H-20 and vented. � 69.14 i i 6 ' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE J: DESIGN ENGINEER. T . i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 95/ , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN x 65.3 ENGINEER BEFORE CONSTRUCTION CONTINUES. i 67 41 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF QD I � o i (P �M THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. i 'WELL1.71 f 69.5. : 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 1 i _i 67,41 I OF AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE M4 SS9 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 73.50 `\;. If``'2 ` o PETER T. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING WELL �\ : i g McENTEE _ CONSTRUCTION. 831 `' CIVIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS f/ /• 0 > No. 35109 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). 705 �Q RfGISZE� �� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SS INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. + 09 68.94 x' B.13 / 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND (� �P� ZA�` 1�1� IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. A 73.05 ': j 00. PLAN REVISION: 2/1/12 - CORRECTION TO TOP OF TANK ELEVATION AND INVERT OUT. 9 �tC�",�S 7273 Page i7""' PROPOSED SEPTIC SYSTEM UPGRADE PLAN C/p,4 71;94 0 71.53 183 PERCIVAL DRIVE, WEST BARNSTABLE, MA 10 LEC Box Prepared for: Capewide Enterprises LLC, 153 Commercial St, Mashpee, MA 02649 O71.16 Q LEC BOX OWNER OF RECORD A L �� Engineering by: SCALE DRAWN JOB. NO. � �� Engineering Works Inc. 1"=30' P.T.M. 106-12 LEE, ANDREW F & JULIE M ��r70.64 i 183 PERCIVAL DRIVE ; 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. W. BARNSTABLE, MA 02668 (508) 477-5313 1/13/12 P.T.M. 1 Of 2 A NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.62.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT CHARCOAL VENT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S.A.S. (CONNECT ALL LINES) T.O.F. F.G. EL.=EXISTING F.G. EL: 65.0 TO 68.3(MIN.) F.G. EL.=67.5t � F.G. EL: 68.3t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 32' L = 6'(MAX) INSPECTION PORT S=1% (MIN.) 0S=1% (MIN.) ONE (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6" 10"t B t4" 10.75" TO EXISTING as" LIQUID INVERT L LEVEL ADD I GAS BAFFLE INV.=62.17 PROPOSED INV.=62.00 (3 ROWS OF 6 UNITS AT 5.0'/UNIT) + 2.4' (2 COUPLERS) = 32.4' INV.=63.92 D-BOX SOIL ABSORPTION SYSTEM (PROFILE) INSTALL INLET INV.=61.90 EXISTING SEPTIC TANK TEE ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP TOP ELEV.=62.33 NOTES: INV. ELEV.=61.90 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=61.00 INVERTS, PRIOR TO INSTALLATION. 2 83' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 5' MIN. ABOVE BOTTOM OF GRADE ON A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5 INCH CRUSHED STONE BASE, AS SPECIFIED EXISTING SUITABLE IN 310 CMR 15.221(2). NO G.W., EL=53.2 - MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 3 ROWS OF 6-ADS Arc 36HC UNITS + 2 COUPLERS PER AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION SEPTIC SYSTEM PROFILE N.T.S. SOIL LOG DATE: JANUARY 12, 2012 (REF# P-13,525) SOIL EVALUATOR: PETER McENTEE (SE#1542) WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT Elev. TP- 1 Depth Elev. TP-2 Depth 01746C" 68.2 q 0" 68.5 q 0" -yIN� � GTH SANDY LOAM SANDY LOAM 67.4 1OYR 4/2 10" 67,7 10 10YR 4/2 9.45" " B B 16" 12.37" SANDY LOAM SANDY LOAM 91% 1 f 1OYR 5/4 36" 10YR 5/4 65.2 C1 65.5 C1 36" 10.38" INVERT DOME END HEIGHT SILT LOAM SILT LOAM POST END 10YR 5/3 10YR 5/3 (UNSUITABLE) 60.5 (UNSUITABLE) 96„ 33.75" C2 57.2 132" C2 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY MED. SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. MED. SAND 2.5Y 6/4 2.5Y 6/4 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 UNITS MUST BE STAMPED H-20 ADVANCED DRAINAGE SYSTEMS,INC.® Arc 36HC SIDE PORT COUPLER 53.2 1 180" 53.5 1 180" 63.25" PERC RATE <2 MIN/IN. IN SAND (RECORD, 10/2/86) NO GROUNDWATER OBSERVED 16. IV7� 34.5" DESIGN CRITERIA TOP VIEW NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I END CAP END CAP so" DESIGN PERCOLATION RATE: <2 MIN/IN FRONT VIEW SIDE VIEW END CAP RE DAILY FLOW: 330 GPD AR/TOP VIEW DESIGN FLOW: 330 GPD NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW GARBAGE GRINDER: NO TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 SF 4640 TRUEMAN BLVD .74 MICBS HILLIARD, OHIO 43026 Arc 36HC DETAIL EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ADVANCED DRAINAGE SYSTEMS.INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 6-ADS Arc 36HC UNITS + 2 COUPLERS PER 183 PERCIVAL DRIVE, ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE WEST BARNSTABLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Prepared for: Capewide Enterprises LLC, 153 Commercial St, Mashpee, MA 02649 (Arc36HC Units) 18 UNITS x 5.0 LF x 4.80 SF/LF = 432.0 SF Engineering by: SCALE DRAWN JOB. NO. (COUPLERS) 6 COUPLERS x 1.2' x 4.80 SF/LF = 34.6 SF Engineering Works, Inc. N.T.S. P.T.M. 106-12 TOTAL AREA = 466.6 SF 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(466.6 S.F.) = 345.3 G.P.D. (508) 477-5313 1/13/12 P.T.M. 2 Of 2 r NOT TO SCA L E TOP FQN. FINISH GRA�7�" ���. o FINISH GRACE OVER EL . �; ;.�. FINISH GRADE OVER DIST BOX tii �- FINISH GRADE" OVER .o."•:n . SEPTIC TANK he . � , \ � L E/1 Gh'II1lG' PIT77 :..e 12 MAX. a° .Q'•4. n n ,r 1,2" MAX 3 OF 1/8 — _f12 _ •'..�' 0.Q. •:Q O. •'O.'.4: n.O.O•,p AO.O; .I.p'6:Q n::d ,:� •• .O.'• .'O' ' ; •.:0'A (']/''j,(�'�/''7 c CO OR .p. .' a.-�. P. O.,w.I .'•. .O.':P.'. I�.O•.. ....P..'4;0•'C:P:Q : _ (�f'14.._C./A�.7T l./�./NC. 4f�7 o .d... . SHED D PEASTONE ,. •.:., ., - BRICK 9 MORTAR o OUTLET PIPS' LEVEL _ : TO 12°` BEL O GR�t D a FOE? 2 FT. MIN. ,.. '.:o :a':o-:o: ...o:. ,:..,:' o.'• :. . a.-'off -� .e• .a�,.._.::..,° n..'..'o•:v.,�o•b'. 9 n n.•... 0 0 4• J a . a..:.0• -.• +:. :o „ r„_„•_.," .••!/Y�trrfa7°'e• 1r7/tT/ — .-r.•rr.. QtP.p 6.: 3.J�, L.. �9.�� e�-,.a:o-�e' '0:•. ,o� :.a p'.e; C. I. OR :PVC TEES 3S.9c4' ,•.e." s, . p o. :o::A•a. a .°' 1:.0.'..� ,..• P° oD Dh.O• BSM'T LR. i. 0 TI :n e: o. o NS TA L L ON L EVEL BASE " TO 1-112 ,I^� k.n.a.a.a.:n n: �. a. PPECA S T CONCPE TE L' A�"`#�rE C: , T A . .. a b //�/ �f+��' �p� (/'''����'w°'��' �/�/, /� /� /� CONCRETE ..•s wry+>A. �¢H"I. V � P IP 0'a" 'C ,N C R.wI 4 4eP S(7E© �• - d: S TOM FE a0 .p'0,0. 4:o:::a••:Q^. e.,o,• ••4.aPa. . . ..,. ..6.•0. .. � ••/ �•• ©a. . . c .o o.° •.o. eQe a a:o o'.• :e.. o;. n b:° o• o . PS N SEPTIC TANKQ .o ✓ INSTALL ON LEVEL BASE NOTE; E,VCAVATE TO ELEV. OR / LONER TO PEMOVE ALL IMPERVIOUS 001 ! / MATERIAL BENEATH THE LEACH NG ARFA 2 '-0" 2'-0 " PE PL.A CE FrYCA VA TED AfA TEE L All TH --4' 6 '-0." C,L EA Cl A Y FREE SAND " - i 101 0 V ' -.,-.,....,... �'Ff-% •�'T_Z'1�,y- D-�.,�r?�fM TER � kl - �'' �""' G-7 we—// c r M.�'A,..,FEN Rid°"' F C T fz ,o IP�STAL,L O,f� Ll="ar�El_ G'A,afz' ~ SHOWN E ASE'D ON,ASSUMED. . ... •_ ..'. .�. ALL E'LS'VATIONS ,aH'�'IN� AR,� B 14 A L L , .,R t��.� :TN THE .�Y... /[..i .r. ! A':..J 7 . ....f�, .. .,. ./ RON t. .w y* Oa;+ Sf,L..:F sJ L E 40 PVC, _ r^��' - °'^'•, �: ,.,i _- F _.. , ,3. 1�a EOAFD Of H.�AL TJ-L MUST 8f= NO IFI D r r - DOYLE ENGr'P-6P3C I _ � •. 1 \ �r,-�<_� ����ST��ecTI�N .z,� ��,����r_ T:_ PRIOR :'ate � •� ^, j ti 5 (F f !�/COLA T�-Cd�! R., TL. 1 4 IfT.N. /.1••N. .r+' F �' . Al MUST T .. - A PPRO VFD 2 ,, , . A!u? CHANGES IN TAI:I.. Pl_A. �,.1 t�1�' r- r:- r c` 1.I Tf�/ m 7 . t.?'Y TM�"' £i i?ARD l✓',- KEJ�L TH A1vl.� rA(�� C I� L AA,Q..a � SUPfVEY.IPG CO., Il'1C. T.McKEAN N �" N INSTALLATION L A TION G'hf:4 L L, BE IN p ,k ..a. f"9�! TERIA l_,S AND „ �, "'"" _BA, _�ERG.. 0/1�.... IfLAL T1y' f ', k CON'F'L IA NCB_= !�"I TH T1-dE" ,S TA 7�E .,�A NI T/!/a Y -'-- _ l ` CODE -- TITLE V AND L OCA l_ APPLICABLE �?,� TE:' _OC_T p 2.�1986 RULES AND REGULATIONS C. NCR TH �?ffROlar I S F/ 01M, RECG:RIa RL ANS ANr7 0" , .� PURPOSESGA f3,AGE DISPOSAL NO is NOT TO BE USED FOR 501—A ? -� TOPSOIL 6 DA �'L Y' FL 0 , 330 GAL . _ 7. FLOOD HAZARD Aer"sD ZONE C (NON—HAZARD)_ - - :. 44 _._ _ SUBSOIL, 8, 1r'A TFrr3 aJP,�t Y 7�'i-i r<; .� ' �W // " ,:EpTT.L'l.: T1`Nll( PIE , `17. 1006 , 67 AL_ , 24 ;. !�� _ _, - 1000 GAL . p CEP T.,t'C , /�A,� �'f-'Q 4flf�F_"� _.,._. s i `✓lI. H/f f v. L EA L;'r'-{� NG f�,F"C�L..,�_T.'PE�1 330 GPD. 2 SIDE RYAL L APEA �- �188 F. ` 188S:",�'. X 2. 5 G,.�',S. F. �- 4706 BO T TOE. AREA 79 .�. F. L f � +Se, ,r c/ 79 S• F. .Y 1. 0 G,�'S. F. - 79 GPD L EA f%!lAIG, PPPO�',X•E��`�•l.3 � 549 GPO a � r " NO GROUNDWA TER OF'OSFD F L E A TION/ -- •�---PR ,�44 3� _ ---- EXISTING CONTOUR - SINGLE FAMILY RESIDENCE G N OB,S'ER V,� T,l"C1 PIT � DISTTaIBUTIG�nI SOX ,,.,:.J �,,. .. , ..•.;, s/ �: e G,rSA L r , A , ll 3 r .. -- L o-r 2 1_EA CHING PI T 1. :w,' - /Jfi SEPTIC TANK A �.::= MCSHA NE CONSTRUCTION CO. ,. �, , _\ i LOT 28 PEPCI VA L DPI VE Rl�SERVE ��F� - `✓ES T BAPNS TABLE — MA SS. DAWD ► 39. o PIPE INVERT ELEVATION � < � ;aa;nlf.,KI ��. .. 2ei`,65S /7/r CAPE f°`�L... C.y, I SL A f'!(1 S EF Y G.A./'�L�,E I v G PLOT 1 w ktt, _ .!\,<c. /A� �7( F , O 1 ! !_1 f f _ C, ?— r L Cl PLAN N � . ,�L, _. ,� � �^ . _ _ r ' ,µ 11 "- .1�,`� l`�/��._P 9(7,. �',-L F?�?�1 L7 ,.:1./1. T�t� �_C �/N { /1.l. f? f I S /d .3 tip;f'tr` 1:_:E. rr4A.5 7, ill G? r r+ r'a^, ! • 77//7