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HomeMy WebLinkAbout1110 ROUTE 149 - Health 1110 Rt. 149 Marstons. Mills A =. 103 — 089 I, / Ill I ,. TOWN OF BARNSTABLE LOCATION 1110 Q _ SEWAGE# e d1 365 ViLLAGE&66 P;A5 ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. STOM E W. SEPTIC TANK CAPACITY 1000 LEACHING FACILITY.(type) 2;r\ (size) NO.OF BEDROOMS 3 OWNER 00( tCk 51�V'kp\ PERMIT DATE: — CA `201'S COMPLIANCE DATE: . ) o Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist W_` site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facilitto Feet FURNISHED BY / ' out � g 3 9 8 s 3 , i o co � ®+ ��l 3 4 C 151, 3 q ! � No.aa5 Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �L PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Mispo8al 6pstem Construction Permit Application for a Permit to Construct( ) Repair(_/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot NoA 11© mt VA MCKS M+t Owner's d�aame,� Addres�,and Tel.No.;l Assessor's Map/Parcel 163 SC, S�US— O, Installer's Name,Address, nd Tel.No. r Aft S Des er' Name,Address �qd Tel.No. e^� Z n �c 21 (tv�.ti /1r� l cry.Ll. /L Vie o`Z,(a`t 1 �Sf" Ctu>il,�,W �,,�v-�`' MA Type of Building: V\ & Dwelling No.of Bedrooms e� Lot Size �Gdb sq.ft. Garbage Grinder( ) Other Type of Building ►ZL S 1pt,+, I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �✓ 330 3 0 gpd Design flow provided 3k gpd Plan Date Number of sheets Revision Date Title (_ Size of Septic Tank 100t, Type of S.A.S. ,- &r 3lrrr"j- i 5 ram, Description of Soil l� S Nature of Repairs or Alterations(Answer when applicable) :1��t�c�,,� o F C, o,,,,, 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 by this Board of Health. Signed Date Application Approved by Date '' 17 Application Disapproved by U Date for the following reasons Permit No. 02®t S — 3p Date Issued �) 41 o. Fee. l OD \ ;THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstem (Construction Permit Application for a Permit to Construct( ) Repair(✓ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.k 110 Kkck'A O ner's Name,Address,and Tel.No. G �jr��hea. i Assessor's Map/Parcel (J p 1 S uj, - t gg 6 o H Installer's Name,AddressR, nd Tel.No. bra Sd.. Des No. etc' ner's Name,Address, d Tel. I .L i VJeS� Tel. �grr�u.�� MA Type of Building: 64 G L ry Dwelling No.of Bedrooms Lot Size 20 sq.ft. Garbage Grinder( ) Other Type of Building R.C)•Ae.. ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) 330 gpd Design flow provided 33G gpd Plan Date �[ 11\\ Number of sheets Z Revision Date Title _ Size of Septic Tank ,ow` /A ,.•^ �T e of 5.�.3' ` ;. Description of Soil 6"Z' `V' 1{)�N'�`�/ "�41 \1" - 3 G" 1 UGt.N c- — 5GA Nature of Repairs or Alterations(Answer when applicable) C, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date //9- S-/q Application Approved by Date + Application Disapproved by Date for the following reasons ------------- Permit No. 02 Q <S - 30 �j DateIssued e/ j lj ------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( Y) Abandoned( )by f'&- G• a,.k 54,- at 1 1 fU ( A� kAc\ M A has been constrfic ed c e with the provisions of Title 5 and the for Disposal System Construction Permit No. l/ dated Installer F-.,�.A—k 54-d,,,- k-\A Designer ©t 4f- G C1I f.< I \ #bedrooms 3 i 1 Approved design flow ��G gpd The issuance of this e its 11 not be construed as a guarantee that the system will func i\n . Aesigned. Date 1 M ° Inspector 4-; ----------------------------------------------------------------------------------------------------------------------------------------- No.o)C7 I S 7 05 Fee i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem ConetrUctlon j3ermlt Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at „� ��� GSg L111 MIN\S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r Title 5 and the following local provisions or special conditions. Provided:Co truction must be completed within three years of the date of this permit. Date t Approved by i W Town of Barnstable Regulatory Services Richard V. Scali,Interim Director } HARNBfAHI,E, {�YbMASS. Public Health Division i639• ♦� ''rFo►9''" Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Of ce: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form D te: < te.(t S� Sewage Permit# Assessor's Map\Parcel 14 3 `g D signer: C--#% arks ke,c- Installer: &z r tdx, A dress: IZ, W . Cr-o sapi't1c1 (Z-h Address: C rQ-s+-coo.tc Mtn 0 Z(o 44 �ilG✓ � � �d Zlo O1 �— oac leaes W Yeh pern o install a. date -_--T to 1 i (date) (a s ller) so tic system at /11 a Awf-e, /,'9 + A,tl s based on a design drawn by (address) fE 'AAA- m tl�� dated -71 t,t t S-'' (designer) cA- I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils. were found satisfactory. i) 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. 1 certify that the system referenced above was constructed in c liance with the terms j of the RA approval letters(if applicable) Of gssq I d� PETER T. -A McENTEE -^ II lnst ler's nature) CIVIL No. 35109 £'�CISIE�`o (Designer's Signature) (Affix Desi ere) P EASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE ON COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- B ILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH 19IVIS:ION. T ANK YOU. QA eptic\Designer Cenification Forin Rev 8-14-13.doe 1 V LOCATION SEWAGE PERMIT NO. i//o Y it i 7- !td, Y Z 159 7 VILLAGE /',/iris INSTALLER'S NAME R ADDRESS s C, Bowe B U I L 0 E R OR OWNER DATE PERMIT ISSUED g - y- 13 DATE COMPLIANCE ISSUED � 3 l— Z sw o � No. '..... 6 .. . FEB (.. .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . .................O F............................-.-.............................--........................... Appliration for Uiipoiittl Works Tonstrurtion Frrutit k.- Application is hereby made for a Permit to Construct (/�j or Repair ( /-}-an Individual Sewage Disposal System at: Location-Address or Lot No. _✓r�S� l' ..... rr�IJe- �•-------------•--•------•----•--•-- ................... .-. ..........................------.................... ....... Owner c' Address Installer Address Q Type of Building Size Lot.... mf.o .....Sq. feet H DwellingY No. of Bedrooms.....;Z-.................................Expansion Attic (10-y Garbage Grinder (4-.-)--_ aOther—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures .....----••......-•--••......••- Design Flow............ ..........................gallons per person per day. Total daily flow.........32A.........................._gallons. W . WSeptic Tank—Liquid capacityl�.gallons Length................ Width................ Diameter.._............. Depth.............._. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........�-------- Diameter....... *.... Depth below inlet......a.......... Total leaching area...1-.�'_. ----sq. ft. Z Other Distribution box ( ) Dosing tank ( ) yl '~ Percolation Test Results Performed by......... .... .............................. Date....yAi! q---.------.---.-_-. aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------s................. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ ---------••••---..... -••-......---•----•---•.................... ..... ••.....--••--•--............................ ...............-- O Description of Soil .............. ............... ..l�Znes{.l4_. A use = x U .............................I...................... .7,0.........It,,z.��..... -•- W •--•---------------------•-----•••••------•-•--••---••-•---••-•-•-•--•---•••--•-•-••-•-----•--•---•------------••--•••---•••-•--•-----•------••--•••-••-•••----••...--•...........----------••......-- 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 TITL% 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by the board of health. ' Signed.... .. ..�.��. E..__ ........ ..... ............Date .::. .......... Date Application Approved By................ j%` Date Application Disapproved for the following reasons:......................................................................................................... ............................................................••-----------•------•---•----....------------............................------•-------•-------•------••----------------------------......... Date PermitNo......................................................... Issued.---------.....------------------.....................-- Date No.P.- 56-7 yU .. .............. Ficz.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................... ...................OF Appliration for Dhipaiial Workii Tuniarurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .................................................................................................. .................................................................................................. Location-Address or Lot No. ...............................................Owner.......................................... .............................................�res.s........................................... ...... .. ........ Instal I er Address Type of Building Size Lot............................Sq. feet U Dwelling—No of,Bedrooms.......................................:....Expansion Attic Garbage Grinder L_Pllro— Other—Type of Elding ............................ No. of persons............................ Showers Cafeteria Otherfixtures ..................................................................................................................................................... Design Flow...........5.................. .........gallons per person per day. Total daily flow...........Y-70..........................gallons. 1:4 Septic Tank—Liquid capacity....A" W ........gallons Length................ Width.........__.._.. Diameter__..__........_. Depth................ -Z Disposal Trench—No..................... Width . .......... Total Length_........... .... Total leaching area....................sq. ft. > 2-0-0 leaching area..................sq. ft. Seepage Pit No.... ----------------- Diameter....... ..... Depth below inlet...................... Total leac Z Other Distribution box ( ) Dosing to -7 Percolation Test Results Performed by-------- &.....�- .........................Al ............................. Date...... ..................... Test Pit No. I................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---------------*........ ------------------------x----------------------------------------------I---------r :�V'1_1­1­I...... .............. 0 Description of Soil............... .. ..................................................................................... �4 __0110 't U .................... ................................................................................................................................................................................... ....................................................................................................................................................................................................... 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 TITLE 5 of the State Sanitary Code—The undersigned further 4grees not to place the 'system in operation until a Certificate of Compliance has been isued e M, board of healtig 14 e I Signed,.`...... ------------------ ---- -------- .......D"a't'e...."----—---- ApplicationApproved By.................................................. ---------------------------------------- ........................................ Date Application Disapproved for the following reasons:.............................................................................................................. ........................................................................................................................................................................................................ Date PermitNo.................... IssuedL....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS t. BOARD OF HEALTH .................................I........OF..................................................................................... Trrtifiratr of Tompliatta THIS IS-,..TO CE&IIFK,;.hat the Individual Sewage Disposal System constructed or Repaired by----------------- ......./_1k644Z1__ ...............................................................................................I................................................................ at......................... taller .............................................................................................................................................................. has been installed in accordance with the provisions of TIT[30­F) T State Sanitary Code as described in the application for Disposal Works Constriuction Permit No......................................... dated_........................._.............._...... THE ISSUANCE. OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................. .................................................. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......63-ss;;. ...........................................OF..................................................................................... ................... FEE........................ Difivillial or 1 ation Permit Permission is hereby granted.----------- ... . ... = -•--•----•----------------•---------------------......---....................._•_.... to Construct I-• ��Qr)kpair �,e ),&ndi -dual Sewage DjWga�lstern atNo..............;.� •�O_rol....................... ....... 3F..........�T............. .................................................................................... Street as shown on 7the Xpli tion for-Disposal Works Construed P t ;N;;W.10 Dated.......................................... ........................ Board of"H-ealth---------------------------...... ------ DATE......77/............ ... , , I A .................................................... FORM 1255 A. M. SULKIN, INC., BOSTON 0 I�z•o J Io qq.i NEC dam' •� I g y49 i o ' 4 o v > / Nis t Ip3sZ7•\I iN. EX P. \ I ,00x, �g6 M•To� L'P,Pa l02.3 d.. W 11 '2' I�5 yZ Z O, C) A/ P L 90 �jl�.l�,i=t: �Ll,/�1l_�( •- a �3�"A1?L�pN� ,; . f=L_Ow _ Ito 3 3=sU �•P�- � 3So., ISa *,, A-95 6.1?n. �lf>PC*5AL. PIT - t,SF 1 OOQ G44 , �CI��WQI..L Ae�. = ISo sue. j : ISo sF7 -.s • S775 6 P.D. } TOTAL _DESIGIJ = s425 6•.PD. SEE 5 H eF_T Z.. IVwzCDLI,TIC)Q (ZATE CIU SmIW, Olz LESSWiLLIAW I I AL N f I No, 19334 O ' w JG: aI H ,p►yt'r fGNAI. C� 10I• Z / �' .1:` �.vro .../.fin "Y 1 � I�10•�' ' uv LOAM ' '� IO.C> IWV. 7A sue. 4 6AL. h• 5016 -box 91.8 SEPTIC t a 4 18 7 I/JV. I 7 tor1K is a t-• 99.4 •. 5ANP LAG N :A PIT ' a s_ W I ra..l •i I, WAS+IED TOV $To►.1<= q.3. Z PcZo�'tL� LOCATIO" MAR5't'ON S MILLS 15 .z uo 4;5 cALt= ` l Vi 3 NO WAT�fZ pQoPosmr> — 1 C U I z T t P� T�-1 A T T 14 C-. FOO N DA T I Oty 5 tacr c/u Pt--A I.-i R�>_�-R E c_E_ V4Z.P[Lia1J C[;W%PLI--(S W I-DA LO T I AUD sr -, _ G t'C4vtQEMG"Ty °F �Nam' H f� N NA,M T H c�2D eL� -To viQ C' $I\itN STABLE . 5EPT, pATC 24 t� RAATEtZ �`,. u�(L- t�•lc. �_. c:cGlS�rcc:�.D t�►..la 5u2v�.�(o1`:; '[l-{IS C7t-.A►-1 I �-IOT L�/>C� U --! A�.1 O�TE�•'�/11..1G o /�(AS�i. 1tJSf�J�✓tC_�.1 i ,c�c_./r_�{ ;� T'4L_ uFt=;F='r", AF�Pt_l GA.ti-IT �U � J� �1W)A h.lc�(' t;[: U�iG� (u I�L1 C(;M►►JL': LOT l-twal5l APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS .1 LOCATION • �� / T cif i �o%re b 2rr�.c N0. 3 33 VILLAGE / lQ�/g DATE APPLICANT FOWIM FEE�,�i ADDRESS_ fSA 47- �f %/f TELEPHONE NO�,� �2r (Non-refundable) ENGINEER /`.�� /j/�f/�= TELE.P DATE SCHEDULED Zlliyo (Applicant s signature ) • • • • • • • o • o o 0 o • o 0 0 o o a o • o o • • • • • o • • o • • • • • • • o o • • • • • • • o • • o • o • • • • • • • • e • o • • • • • • • • o • • • • • • SOIL LOG SUB-DIVISION NAME DATE �21 I TIME EXPANSION AREA: YESI,—NO ENGINEER TOWN WATER PRIVATE WELL-- r b4 &U21 BOARD OF HEALTH a - ,&4 EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : r FG 3U� PERCOLATION RATE: Z Yti 4 US NG� TEST HOLE NO: ELEVATION: TEST HOLE NO: Z— ELEVATION: 2 2 3 3 4 /7 4 5 ei 5 - 6 �/ 6 7 7 �. 8 � 8 9 9 10 10 j 11 11 12 � G� 1 13 133 14 ._ 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD 1--LEACHING PITS I-- LEACHING TRENCHES j_ t UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS : NOTE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT f ` Town of Barnstable P# Department of Regulatory Services BARNSrABLE, +� Public Health Division Date t l MASS. 9�a 1639• 200 Main Street,Hyannis MA 02601 TFO MAl a t,'y Date Scheduled_ Time J Fee Pd. I Soil Suitability Assessment for Se ge D'sposa Performed By: lei eT � "e Sc i -z Witnessed By: LOCATION & GENERAL INFORMATION , Location Address >� ' O (� 1 �Q Owner's Name J�C3 M ArS NI`S �`� 1 51 Address l l L O 1z1-2 1 dAt "� A- Assessor's Ma /Parcel: A�f p Engineer's N -e l b 3- � -P NEW CONSTRUCTION REPAIR- Telephone# 7 73-7-4Z 4 Land Use F "i __ Slopes N Surface Stones Distances fiom: Open Water Body IVJ/Ac ft Possible Wet Area 2/-:S-b ft Drinking Water Well S ft I — I Drainage Way _ft Property Line k5 j ft Other ft i SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ! I l 1 j•. Y i • ' _ 11 Gp i N! __ Parent material(geologic) (JJ t_W a S ,` Depth to Bedrock Q Depth to Groundwater: Standing Water in Hole: � Weeping from Pit Face ry iEstimated Seasonal High Groundwater > ' 1 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment _ft. Index Well#______ Reading Date: Index Well level_._— Adj.factor_ Adj.Groundwater Level ------ ----- i j PERCOLATION TEST Date Time I Observation Hole# Time at 9" I Depth of Pere Time at 6" �333 - Start Pre-soak Time @ Time(9"-6 ) I End Pre-soak A Rate Min./Inch i Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 1 Original: Public Health Division Observation Hole Data To Be Completed on Back---------•-- i ! y ***If percolation test is to be conducted within 100' of wetland, you must first notify the j Barnstable Conservation Division at least one(1)week prior to beginning. I Q:\SEPTIC\PERCFORM.DOC �0 �s DEEP.OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. ' Conite vl) 43 'sL- 915/1 DEEP OBSERVATION HOLE LOG Hole If ti_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfs ace(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Boulders. _ Consistency,�o <rave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ! i to cX.%Gravel)• I - i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soli Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consisjongy.To Orayei) 4 a ! Food Insurance Rate Map: Above 500 year flood boundary No Yes __ Within 500 year boundary No Yes r Within 100 year flood boundary No Yes. Death of Naturally Occurring Pervious Material D`,oes at least four feet of naturally occurring perviouls material exist in all areas observed throughout the area proposed for the soil absorption system? � If,not,what is the depth of naturally occurring pervious maCertal? _ _ ..�. Certification I certify that on �� �Q (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 Signature QIISBPTIOPERCFORM.DOC NO. ,OCATION . IILJ,AGE APPLICANT EAj)Wj� il) . —i - kDDRESS_q efundAbie ) TELEPHONE NO',*��Z NGINEER n NO .)ATE SCHEDJLED -As (Applicain - s si4nature ) 1 8 o o o Q a o o n a n e o o . . . . 0 . . . . . . . e e o Q o a • v P O 9 . . 0 . . . . . 0 0 a Q 0 . 0 0 . . . . . . . . . . SOIL LOG 3UB-DIVISI N DATE__A 2 TIME "XPANSION �RE.A: YES /— NO &. ff T A ENGINEER , 'OWN WA �RIVATE WELL BOAT-1,D OF' HF17\]_A.1i 11 EXCAVATOR 3KETCH: (Stree L name etc. dii-tiens.i.ons of lot, exact location of test holes and percola.L.ion tests , locate wetlands in proximity to test holes ) NOTES : )ERCOLATIO RATE : (Ji- CEST HOLE NO: ELEVATION: TEST HOLE NO:: ELEVATION: 2 F Yl 2 1 3 3 4 4 5 5 - S 6 6 7 7 8 8 9 9 110 10 12 12 13 13 14 14 11.5 15 11-6 16 SUITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD I—EEACHING PITS-/—' LEACHING TRENCHES JNSUITABLE! FOR SUB-SURFACE SEWAGE . REASONS : DOTE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH COPY: � REIPAINED BY APPLICANT x I, • t --97 --EXISTING CONTOUR N PROPOSED CONTOUR LOCUS x 100.98 EXISTING SPOT GRADE PLAN BK 326/PG 89 V1l/ EXISTING WATER SERVICE G EXISTING GAS SERVICE / naW °n / �\ EXISTING SEPTIC TANK H.W. OVERHEAD WIRES 108. TOP OF TANK, EL.=104.16t TEST PIT / L SHED 2.75> i INV..=102.83f 72 gip.. . BENCHMARK Lakeside or m 9' F LEGEND a c�o N p z m / V. n EXISTING LEACH PIT + 109.65 TO BE PUMPED, FILLED WITH ✓ �J .« o Mh / EDGE OF�A'�yN -F'107, 7 / SAND & ABANDONED. 5hubael / Pond -+ 108.51 LOTS 1 akeside Dr MBL 103-089 �,��- + 105.56 / x 103,5 LOCUS MAP � NOT TO SCALE / ! 20,000 ±SF r + 104,�8' 105.88"' i �> 104.89 � GENERAL NOTES: x /0'80 x 104,3 3q-­_ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 6-3.62 BOARD OF HEALTH AND THE DESIGN ENGINEER. DECK -F 4,76 ' + �� 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE\ / 1 .102A9 LOCAL RULES AND REGULATIONS. 04/ �1 .94 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / 04.6 104,2 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 103• PZ4N,,11V, DESIGN ENGINEER. / PATIO 0 i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN -0i ENGINEER BEFORE CONSTRUCTION CONTINUES. 101,45 ++ 106A h� SHED iEXISTING tV/ C �Q ,2 7 1 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. ! f V 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF HOUSE(#1110) J 0 -:' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF / �T.O.F.=1O5.3f T HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. a -F 101,49 5 10 .29 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. / h d OF M 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 23' C\ /:.':/Q GA GE TlO ASS9C 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS RA �A / 1�\` . h� =�` 9G AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE / � . 8' PETER99,09 Li McE NTEE DIRECTED BY THE APPROVING AUTHORITIES. 1 103.05 -k/ f I y>a,' CIVIL "' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CI 0^ y� x 1 .98 v No. VIL THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING p v CONSTRUCTION. h� 4� 102.84 103,32 02,04 `' pF . 9 GISTF-VE� ��� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS °103,40;. o 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). o x 99.60 / 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE f v 102.55 \x� 101 59t �`( � INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 101.09 `' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x 0 V.: '. .''*. %,. .,.. ""'. ' PAVED Of?lVEW,4Y +�ao.11 - BENCHMARK NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. ���,�/..... : .. ; MAGNETIC NAIL SET 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 103,32 102,57;.~ "" EL.=102.19 1'`�' 100.98' I SYSTEM COMPONENTS NOT SHOWN ON THE PLAN 103.00 101,31 145.yZ :'`..:':V PROPOSED SEPTIC SYSTEM UPGRADE PLAN s 6.36' w 1110 ROUTE 149, MARSTONS MILLS, MA Prepared for: Dorathea Silvia, 1110 Route 149, Marstons Mills, MA 02648 103,63 °:.';: 103.18 101.27 ._,. ., Engineering by: SCALE DRAWN JOB. NO. 04,33 103.50 102,13 EDGE OF PAVEMENT OWNER OF RECORD En ineerin Works, Inc. DOROTHEA SILVIA 1"=20' P.T.M. 171-15 .; g ROUT 4 1 1 10 ROUTE 149 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. 4, MARSTONS MILLS, MA 02648 (508) 477-5313 7/17/15 P.T.M. 1 of 2 a NOTE: TO PREVENT'I BREAKOUT, FINAL GRADE SHALL NOT 9E AT, OR BELOW, EL.=97.0 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE PROPOSED S.A.S. INSTALL RISER & COVER OVER ONE CHAMBER AND s 41.7' T.O.F.=105.3t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=104.7f F.G. EL.=104.8t F.G. EL.=100.3f F.G. EL.=100.0t 29'6� / ♦♦\ f MAINTAIN 2% SLOPE OVER S.A.S. - ExisrING , L 5' - - 1 .3f A T.0.F. 05 ® S-1% MIN. _ / (MIN.) ® S-1% MIN. 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" S!• /trj 4'SCH40 PVC DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) 17.7' Qom/ aaaaaaa » seas®aa \ / 4" -1 E-3 TO 1 2" DOUBLE . 4 I 1 EXISTING 8 uau o / / 2 \ LEVEL WASHED STONE 8 ADD INV.=98.57 PROPOSED 4' 5.2 4 GAS BAFFLE _ INV.=98.40 INV.=102.83 D BOX EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=96.50 EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONIC. ELEV.=97.3t BREAKOUT ELEV.=97.00 INV. ELEV.=96.50 ao®oe SEPTIC LAYOUT NOTES: a aaaaaaaaaaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.=94.50 INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 4' 2 x 8.5' = 17.0' 4' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL - STONE BASE, AS SPECIFIED 310 CMR 15.405(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION ®®®® 0 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=88.2 r ®® ®®®® ® ®®®® 33 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE „ AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. t W ® SEPTIC SYSTEM PROFILE N Z ®�®®® ® ®®® 102" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: JULY 2, 2015 (REF#14,746) NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 20" DIA. COVER WITNESS: DAVID STANTON R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP- DEPTH ELEV. TP-Z DEPTH 4 KNOCKOUT 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN 0" 0" 0 100.3 A 99.7 A _ DAILY FLOW: 330 GPD SANDY LOAM ' SANDY LOAM DESIGN FLOW: 330 GPD 99.2 B 10YR 4/2 13" 98.7 B 10YR 4/2 12" 4" KNOCKOUT % GARBAGE GRINDER: NO-not allowed with design , SANDY LOAM SANDY 5/8M 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/8 CHAMBERS .74 GPD/SF 97.3 36" 96.9 34" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C i C PERC N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 34"/22" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M-C SAND M-C SAND 2.5Y 6/6 2.5Y 6/6 1 1 1 O ROUTE 149, MARSTONS MILLS, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. I Prepared for: Dorothea Silvia, 1110 Route 149, Marstons Mills, MA 02648 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 1 Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. 88.8 138" 88.2 138',. Engineering Works, Inc. N.T.S. P.T.M. 171-15 PERC RATE <2 MIN/INI C" HORIZON DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC REFERENCE: P-333, 4/21/81 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 7/17/15 P.T.M. 2 Of 2