Loading...
HomeMy WebLinkAbout0075 CEDAR STREET - Health 1 3a a• • • a No. l" Fee !/ THE COMMONWEALTH`OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 6pstrin Construction 3permit Application for a Permit to Construct( ) Repair(i�grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7SCP rr/' 51- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms y Lot Size G��yj G sq.ft. Garbage Grinder( ) Other Type of Building J P3 ids,j G No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) f® gpd Design flow provided gpd Plan Date / / Number of sheets Revision Date —T Title Size of Septic Tank /�j��� A h!") Type of S.A.S. 41 Description of Soil Nature of Repairs or Alterations(Answer when applicable) tZ" )L 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. gne Date Application Approved by Date ®� �— Application Disapproved by Date for the following reasons Permit No. l Date Issued '` No. +, Fee �+ THE COMMONWEAdWWOF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mispbsal *pstmvt�(Gonstrurtloll 3perm t 1, Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 75- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ' A s -tiao-"7155 �' I^-)e'l-►��^�( tv' �s Type of Building: "Dwelling No.of Bedrooms L Lot Size /7, 5 6 sq.ft. Garbage Grinder( ) Other Type of Building 5 ,- 4- G No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ( gpd Design flow provided gpd Plan Date /7-1/4Z Number of sheets Revision Date Title Size of Septic Tank/5j(f70 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) IAJ. G)) G,/ N _.� Ce I U�J C. ON r• Date last inspected: 1 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. geed Date Application Approved by 4 Date o/ 6-- :. l72 Application Disapproved by Date for the following reasons Permit No., cJ 3 �p Date Issued /9 ---_- - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( !i" Upgraded( ) Abandoned( )by at ry G; S 1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No OD 7 dated c�- )l Installer ��4 ,� 'Jl/76(I/✓ l-i✓C Designer #bedrooms +f Q ! /LL+iG l Approved design flow L)° (� gpd The issuance of this permit shall not be construed as a guarantee that the system wiffhriclion(s designed. Date -�'/�� / 7 Inspector C/r" Z.. ------------- =-- ------------------------------------------ -- = No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal bps teln onstrnction permit p � Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) t" " System located at 7 5' ,t(/G J' 3 e 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 must be completed within three years of the date of this permi. Date / '" /'� Approved by t TOWN OF BARNSTABLE LOCATION 7S CF-DAR 9REEY SEWAGE# 'VILLAGE WE E ST- Sh" ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS Q. OWNER MAT-Tii Ern/ F iok9: i PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leach' ci i Feet Edge of Wetland and F cility(If any wetlands exist within 300 feet of lea ing f ) Feet FURNISHED BY Ilk 7AM a- a TANK i/ l�lv V�E TOWN OF BARNSTABLE 10CATION7SG&Z 6vP— SEWAGE# 7` VILLAGE ��rl' r,,0OS;—ASSESSOR'S MAP&PARCEL/SQ- -w' INSTALLER'S NAME&PHONE NO:'_F'k­� A Q;o; f-j _Z _ SEPTIC TANK CAPACITY )SCE __ LEACHING FACILITY: (type) Soy ccpjl 46 (size) , NO.OF BEDROOMS OWNER i—1[fift" l PERMIT DATE: /' d/ �/`7 COMPLIANCE DATE: 2 *7 Separation Distance Between the: r1/oeve e­(-a fJh-/f0 ,Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on > r /site or within 200 feet of leaching facility) 0 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYE V 73� 4W -23"S, -8 i") —Yf .To - 43 Ira Town of Barnstable Regulatory Services ! Richard V. Scali,Interim Director MASS.: ,0� Public Health Division 1+9A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: tS r� i_7 Sewage Permit# Assessor's MaplParcel 56-©Z© —00 Designer: li�.��:�, .�.: �::; €vc•;UG , 1,r. Installer: P,(A ran_\ roc. Address: i Z i u, .e cl Address` On ri- u2��\4,� was issued a permit to install a (date) (installer) septic system at -7,-5— Geolg e- S-f- w .based on a design drawn by (address) Ft L Cn t-rt V dated (designer) _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes. such as lateral relocation of the distribution box and/or septic tank. Strip out (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. Strip out (if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in co lia. e with the terms of the I1A approval letters(if applicable) o PETER T. G� (Installers Signature) o MC IV.IL ti civic No. 35109 ( esigner s Signature) (Affix Desi Here) 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. QASeptic\Designer Certification Form Rev 8-14-13.doe AZN 7S - e\ 1� Cec)w- Sf l�e(� i °Fpq CERTIFICATE OF ANALYSIS Page: 1 Of 1 Barnstable County Health Laboratory (M-MA009) HUSY''o Report Prepared For: Report Dated: 1/25/2017 Shaun F. Harrington All Cape Well Drilling Order No.: G1798014 P 0 Box 126 Brewster, MA 02631 Laboratory ID#: 1798014-01 Description: Water-Drinking Water i Sample#: Sample Location: 75 Cedar St.W. Bamstable Collected: 01/24/2017 j Collected by: MLH Received: 0 1/24120 1 7 Routine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE t Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 1/25/2017 i Iron ND mg/L 0.10 0.3 SM 3111B LAP 1/25/2017 j Manganese ND mg/L 0.025 0.050 SM 3111B LAP 1/25/2017 pH 6.8 PH AT 25C NA 6.5-8.5 SM 4500-1-1-13 DCB 1/24/2017 Sodium 15 mg/L 2.5 20 SM 3111E LAP 1/25/2017 Total Coliform Absent P/A 0 0 SM 9223 RG 1/24/2017 6 Conductance 160 umohs/cm 2.0 SM 2510E DCB 1/24/2017 Water sample meets the recommended limits for drinking water of all the above tested parameters. 3 1 = Attached please find the laboratory certifled parameter list. Approved By: (Lab Director) I II B 5� d i Maximum Contaminant Level = ND=None Detected RL - Reporting Limit MCL I 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375.6605 L' 4 CERTIFICATE. OF ANALYSIS ' Barnstable County Health Laboratory (M-MA009) Recipient: Shaun F.Harrington Matrix: Water-Drinldng Water All Cape Well Drilling Sampled: 01/24/2017 15:30 P 0 Box 126 Received: 01/24/2017 16:03 Brewster, MA 02631 Collection Address: 75 Cedar St.W.Barnstable Order#: G1798014 Sample Location: Description: 1 Day RUSK-75 Cedar St Lab ID: 1798014-01 1 2 2 1 Date Analyzed: / 4/ 0 7 @ 13:04 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment- Water sample meets the recommended limits for drinking water of all the above tested parameters. EPA 524.2- Volatile Organics by GC/MS Result MCL N-DL Result MGL MDD Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodifluoromethane ND 0.50 Chloroform 4.1 80 0.50 Chloromethane ND o.50 cis-1,2-Dichloroethene ND 70 0.50 Vinyl chloride ND 2.0 0.50 cis-1,3-Dichloropropene ND 0.50 Bromomethane ND 0.50 Dibromochloromethane ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromomethane ND 0.50 1,1,1-Trichloroethane ND 200 0.50 Ethyibenzene ND 700 0.5o 1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadiene ND o.50 1,1,2-Tdchloroethane ND 5.0 0.50 Isopropyibenzene ND 0.5o 1,1-Dichloroethane ND o.5o Methylene chloride ND 5.0 0.50 1,1-Dichlomethene ND 7.0 0.50 Methyl-tert-butyl ether ND 0.50 1,1-Dichloropropene ND 0.50 Naphthalene ND 0.50 1,2,3-Trichlorobenzene ND 0.50 n-Butylbenzene ND 0.50 1,2,3-Trichloropropane ND 0.50 n-Propylbenzene ND 0.50 1,2,4 Trichlorobenzene ND 70 0.50 p-Isopropyltoluene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 sec-Butylbenzene ND 0.50 1,2-Dibromo-3-chloropropane ND 0.50 Styrene ND 100 0.50 1,2-Dibromoethane(EDB) ND 0.50 tert-Butylbenzene ND 0.50 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloroethane ND 5.0 0.50 Toluene ND 1000 0.50 1;2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50 13 5-TrimethY(benzene ND 0•50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichlorobenzene ND 0.50 trans-1,3-Dichloropropene ND o.5o 1,3-Dlchloropropane ND 0.50 Trichloroethene ND 5.0 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichlorofluoromethane ND 0.50 2,2-Dlchloropropane ND 0.50 Surrogates' %Recovered QC Limits 2-Chlorotoluene ND 0.50 6 p-Bromofluorobenzene 83% 70 13 4 Chlorotofuene ND 0.50 1,2-Dichlorobenzene-d4 108% 70 130 Benzene ND 5.0 0.50 Bromobenzene ND 0•50 ' Bromochloromethane ND 0•50 Bromodichloromethane ND 0.50 Bromoform ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 Chloroethane ND 0.50 i Approved B Attached please find the laboratory certified parameter list. (Lab Director) 1 i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0.Box 427, Barnstable, MA 02630 Ph: 508-376-6605 Page 1 of 1 No. C�o Fee �l i BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYicatiou jf or Vern ongtructiou Permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: Is 0 ,2 J OV -Z;zz+ �/ 3 G, 0c,-4�s —rya ) Lo� Location-Address Assessors Map and Parcel Owner Address cc -jflp 4L tZc 'Ry,,�S41 z Installerk Driller Address Type of Building / Dwellin t/ g Other-Type of Building No. of Persons Type of Well ;)C*c�A_d_ 44 I` }7`( Capacity k c) Purpose of Well �c,�r Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Healt>Private Wel o ection Regulation-The undersigned further agrees not to place the well in operation until a Certificate ce een issued'5y>the Board of Health. Signed A Dat Application Approve By Date Application Disapproved for the following reasons: Date Permit No. ( -7 '— cc-- � Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of COrrY Yiauce THIS IS TO CERTIFY,that the individual well Constructed, Altered( ), or Repaired( ) by Pe 1n)p,1! c _S'� Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protec ion Regulation as described in the application for Well Construction Permit No:�)-22—00�pated t19 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. tN,;)Lo/ 2-6 Fee �l -A9A4D OF HEALTH TOWN OF- BARNSTABLE 2pplicatiou _for gerr Cou!gtructiou permit Application is hereby made for a permit to Construct(" Alter( ), or Repair( ) an individual well at: — AS 0p J-0\./ !S± ,/ 30 - —aG 1 Lo I I Location-Address Assessors Map and Parcel 'r Owner Address Cc J/11V Installe -Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4 '� �-' }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 We1LP olection Regulation-The undersigned further agrees not to place the well in operation until a Certificate�ofCorn'Iia ce h s been issued-by the Board of Health. Signed / /��! A f r Datd -L Application ApproveCBy Date i Application Disapproved for the following reasons: �k Date I, Permit No. ,�c-3,Q 1 -7 '` © <-::�57-`"' Issued ` J Date f r'r��•r r r�M.Y. Ir sip►+Y Y 4.w h•rt1•r1....w.w ww•ver�:w�.P w w w for i..r.iw+r s..d�...}Y i►w�+M w liw-:-----n 9.- --------------------- BOARD OF HEALTH I TOWN OF BARNSTABLE Certificate of �CoM fiance s' THIS IS TO CERTIFY,that the individual well Constructed( Altered( ), or Repaired( b 11 C' �t�� tn� Y r)L 0 Installe� at C D Ce 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.V�c Q 1'7--<X,D---....Dated 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL ` SYSTEM WILL FUNCTION SATISFACTORILY. j Date Inspector i.r. -------------rer—rssrrrrsr—rwssrrsr—rsrr'--r—weer-.rrw—r-r.--------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell cou5tructiou permit I No. 1rJ C /� / -�' Fee . Permission is hereby granted to , , 1, r I- 1, a-caw \D� nItaller to Construct(, Alter( ), or Repair( ) an individual well at: N 11 1 No. NC 9-� Street as shown on the application for a Well Construction Permit No. Dated Date / Approved B � p �w I LEGEND Aa N .......... 72---- EXISTING CONTOUR o a'io �— PROPOSED CONTOUR x 74.22 EXISTING SPOT GRADE F ci ♦ DRINKING WATER WELL Ceddo' --.......W----PROPOSED WATER SERMCE o- --O.y,W-OVERHEAD WIRES ° e 59S LOCUS TEST PIT t.A \� 0 BENCHMARK ROU>F B ho'�6 s/ GO Se. e Rd rLOCUS MAP 4s. NOT TO SCALE ' 6 • I J �� BRB o } BRB kY To UP 56 41. <� FUTURE 1 0 n BARN I ¢ /� ' 1;� =:� EXIST. + 7 0RN `y WELL C} uP IQ• 6 ASV GG / PROPOSED WELL �` �.• (GREATER THAN 150' o ya TO ANY ABUTING S.A.S.) M SET i •6 I mF- �, / EXISL SEWER \ ♦EXIST WELL f, INV.=69 4 D K, ! (ABANDOI�f.br PROPOSED SEPTIC TANK ; - 1£XISDNG``w69B HOUSE .q c, I\n a D.F.=7I.-4 BENCHMARK ° .69TES y 'm BULKHEAD CORNER pr w 6- 6- I EXISTING CESSPOOLS STR,POUT BOUNDARY (APPROXIMATE) d-� - S,yp CONTRACTOR SHALL LOCATE, SEE NO.... II-SHEET 2 .V I ,� ^o p0 PUMP&FILL WITH SAND / // yJ rF4 3 'hr°�O � e,' 1 EXISTING ,•.68 :.. `4aQ� w LEACH PITS 69,7 6,6 Lot' SG.. 67,367f S..h-' ` •,I.66i Acre W �M@LU 130-020-061 To n ,\ / OWNER OF RECORD WILLIAM F. FIORETTI & / e MATTHEW FIORETTI ...._.....�._U� -/._..,,.._-. 175 WHITMAR ROAD COTUIT, MA 02635 V 9° 6�5 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 75 CEDAR STREET, WEST BARNSTABLE, MA s6 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 ZONING CLASSIFICATION: ZONE RF Engineering by: SCALE DRAWN JOB.NO. SETBACKS: FRONT YARD=30' Engineering Works,Inc. 1"=40' P.T.M. 230-16 SIDE/REAR YARD=15' 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MAXIMUM BUILDING HEIGHT = 30' (508) 477-5313 12/14/16 P.T.M. 1 of 2 Town.of of Barns fable P.# /5/ of� - Department of Regulatory Services &ULNUMBEA : Public Health Division Date �A i6J& 200 Main Street,Hyannis MA 02601 �� r rfD Mp`t� Date Scheduled � �! Time_ � N Fee Pd.�� Soil Suitability Assessment for Sewage ,Disposal , Performed By: r `C �"�� SF ` Z Witnessed By; � r LOCATION & GENERAL INFORMATION Location Address 75 Owner's Name t. Address Assessor's Map/Parcel: 3® —0 Z® � ® ^r Engineer's Name I 1Z-e�gHS�u NEW CONSTRUCTION REPAIR Telephone# S L - Land Use �Z-eS ✓l) 4�c1 ___ P ) j.G Slopes(9$ o Surface Stones Distances from: Open Water Body 6�0 7l�� ft Possible Wet Area �� ��CO ft Drinl;irtg Water Well Drainage Way ft Propertyd 60 ft Other _ eft Line SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to boles) i . o Parent material(geologic) ! "4 Depth to Bedrock Depth to Groundwater, Standing Water in Hole; )/Vo Weeping from Pit Ptiee Estimated Seasonal High Groundwater DETERNUN.ATION FOR SEASONAL HIGH '4yATER TA LE Method Used: Depth Observed standing in obs.hole: in. Depth to sell mottles: Depth to weeping from side of obs,hole: in, Groundwater Adjustment Index Well# Reading Date:_—_ Index Well leveF,;- , Adj,factor.^,,. — Adj.Cirdut[dwater Level PERCOLATION TEST Observation Hole ,t"'r � Hole# � _ Time at 4" � l Depth of Perc . G'O _ Z &O Z4 Time at 6" Start Pre-soak Time @ Time(9".6 �- - End Pre-soak _ Rate Min./Inch 2 Z- Site Suitability Assessment; Site Passed_ : _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first:notify tlje Barnstable Conservation Division at least one (1) week ,prior to beginning. P g g Q:\SEPTIC\PERCFORM.DOC / �o��VJ ]DEF,P.OBSERVATIONROLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surfach(in,) (USDA) (Munsell) Mottling (Structure , Stones Boulders. onsistency.%Grave :DIaF,P OBSERVATION HOLE LOG Hole# �- Depth,from Soil Horizon Soil Texture Soil Color Soil - Other Surfacb(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Z i ]DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfacb(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) L- i :DIIIEP OBSERVATION HOLE LOG Hole# 4--f--L1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfac$(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, : 3��i 1..� C, c'— � Sum• ��S� Flood Insurance Rate Maw i Above 500 year flood boundary No— Yes I Within 500 year boundary No 1 Yes Within 100 year flood boundary No.A Yes i pgt-h of 2TatuB,ally-Occurring Pervious Material I)oeslat least four feet of naturally occurring pervious material exist in all areas observed throughout the area I)roposed for the soil absorption system? If noti,what is the depth of naturally occurring pervious material? (:ertjfication I certify that on _L1 (date)I have passed the soil evaluator examination approved by the I)epaTtment of l?nvironniental Protection and that the above analysis was performed by me consistent with . the rt'quired training,expertise and experience described in 310 CMR 15.017. Signtlture_ �`r� Date_ i Q:\SBp'111CTERCF1ORM.DO1:: • I it NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:65.5 PROPOSED SEPTIC TANK PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THEPERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S. OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=71.4 F.G. EL.=70.1 � F.G. EL.=70.5t � F.G. EL.=68.5t F.G. EL.=68.8t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 1( L = 35' L = 23'(MAX.) SCH4 (MIN.) p S=1% (MIN.) ® S=1% MIN. 4"SCH40 PVC 4"SCH40 PVC (MIN.) 5" 30" 4"SCH40 PVC to"I 6 aaa�Baa 14" aaa6aaa INV.=68.25 as" LIQUIDaaaaaaa LEVEL ADD INV.=65.67 PROPOSED 4' 4.8' 4' INV.=69.40 GAS BAFFLE INV.=65.50 INV.=68.00 D-BOX EFFECTIVE WIDTH = 12.8' INV.=65.00 FLt PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=65.8t x BREAKOUT ELEV.=65.50 INV. ELEV.=65.00 se aBaa eas eases NOTES: ease Baaaa BOTTOM ELEV.=63.00 w\ 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' ' 1 , 3 X 8.5'=25.5' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL.=56.5 AS MANUFACTURED BY TUF-TITE,-ZABEL OR EQUAL. 3/4" To 1-1/2" DOUBLE WASHED STONE 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: APRIL 24, 2014 (REF#14,340) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DAVID STANTON R.S. LOCAL RULES AND REGULATIONS. HEALTH AGENT 3..THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 66.7 A 0 66.5 A 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SANDY LOAM SANDY LOAM __,.,,,.,:F,RO.M.;THOSE.SHOWN. HEREON SHALL--BE REPORTED TO THE DESIGN 66 2 10YR 4/2 66 0 -10YR-4/2 ENGINEER BEFORE CONSTRUCTION CONTINUES. B 6" B 6" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. SANDY LOAM SANDY LOAM 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 5/6 10YR 5/6 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 64.1 38" 63.2 40" 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. C C B. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 42"/60' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE F-C SAND F-C SAND DIRECTED BY THE APPROVING AUTHORITIES. 2.5Y 6/6 2.5Y 6/6 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 56.7 120" 56.5 120" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND PERC RATE <2 MIN/IN. ("C" HORIZON) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). NO GROUNDWATER ENCOUNTERED 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. ELEv. TP-3 DEPTH ELEV. TP-4 DEPTH 68.0 A 0 67.0 A 0" SANDY LOAM SANDY LOAM 67.5 10YR 4/2 66.6 10YR 4/2 B6,. B 5,. SANDY LOAM SANDY LOAM 10YR 5/6 10YR 5/6 DESIGN CRITERIA 65.0 36" 63.8 38" C C -NUMBER OF BEDROOMS: 2 EXIST. + 2 FUTURE = 4 SOIL TEXTURAL CLASS: CLASS I PERC DESIGN PERCOLATION RATE: <2 MIN/IN 42"/60' (0.74 GPD/SF LOADING RATE) F-C SAND F-C SAND DAILY FLOW: 440 GPD 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW: 440 GPD GARBAGE GRINDER: NO LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 58.0 120" 57.0 120" .74 GPD/SF PERC RATE <2 MIN/IN. ("C" HORIZON) PROPOSED SEPTIC .TANK: 1500 GALLON CAPACITY NO GROUNDWATER ENCOUNTERED PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 75 CEDAR STREET, WEST BARNSTABLE, MA SIDEWALL AREA: 2(12.8' + 335) X 2 = 185.2 S.F. BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 TOTAL AREA:..............................................................614.0 S.F. Engineering by: SCALE DRAWN JOB. NO.Engineering Works, Inc. N.T.S. P.T.M. 230-16 DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD 12 West Crossfield Rood, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/14/16 P.T.M. 2 Of 2 C a LEGEND q N --72-- EXISTING CONTOUR 72 PROPOSED CONTOUR c S\<eei x 74.22 EXISTING SPOT GRADE DRINKING WATER WELL ° yV PROPOSED WATER SERVICE Ced°r --6.H f-OVERHEAD WIRES Street TEST PIT s9.o LOCUST` BENCHMARK -3 6 oa�` Sen ee R \ d 5 Sejl''ee 58.5 LOCUS- MAP NOT TO SCALE j60 c 58. I ( 2 56.69 0O' 0, � B•B ' d � '� \/7- \\ \ 1 oL \\ \ \ \ 58.25 BRB �r n t \ \\ `\ ` \ x \ 56,41. UP 56.90 FIXTURE`\\\ x 59.16 57.06 1\e) BARN 1 m57. /`\ `t\ \\ `� g .: .57.40 x 7 1, 57.57 I �.-1� :.• {1 .:. 58.36 i i EXIST. !/ \ 9.07 69.69 1 7 1 r 1.37 O .:1.Y 1 y WELL A x Up ...PyEp _. �` 7 ' \(� , � 73.23 68.50 x 69.85:...:"..`6B.50'... /'66.20 .'..,` .:': \\\ x .5 t 72.93 71.96 „' .r ': �66• �\ / PROPOSED WELL .. / 72.06 21�.-N.., ^ ,.�,.` .:::;;...6 \0x67.45\\ \ \�\ \\ `\ GREATER THAN 150' 73.ze 7251 f1 `\ TO ANY ABUTING S.A.S.) X 75.1 + ,.40 �\ `:.'FK;SET•. . \ �\ - \\ ..\\\ __ .. _ _ - 70.75.:, t. EXIST \ \ e EXIST. SEWER I )0.o6 t W LL \ 9. INV.=69.4 J. `�. D K (ABANDO10�.93:. '69.94' PROPOSED 73.68* 3.63 "'iob' I ! x69.84 EXISTING 73.29 4 41 HOUSE 69.61x •O \ \\\ \\ BENCHMARK x a T.O.F.=71.4t 7o.os,o x 69.85 . \ BULKHEAD CORNER \• 30 x EL.=22.41 18 v71.12 70. �x 69.64 68.2 \ 69.7 x 69.09 EXISTING CESSPOOLS ' .� y� (APPROXIMA TE) STRIPOUT BOUNDARY � c::. :.�'._ �6•g-___-_J , SEE NOTE 11-SHEET 2 ° ',\ �� p CONTRACTOR SHALL LOCATE, IhJ. o . \ 66.63 67.30 x �k' ^ �O PUMP & FILL WITH SAND `' 3 ^jam wry/ IvX- .66.22 �I .� 47t66.34 �� ,. / Exisnnlc \T ///1' h ' '^c ��, �\Oi LEACH PITS 0.62 1 \ /t t , \ G \ Lot` \ �6 67,367* S.�-. -- ` \ ,1.55t Acre /\\ W MPLU 130 020-obi N \ �` PETER T. Gam, o �� MCENTEE • � � `�` `�� o CIVIL "' • No. 35109 Z -- /\`6, O.ppf R /SZE���F`�� / OWNER OF RECORD 9 WILLIAM F. I & MATTHEW FIORETTI ----4B___�___ ��� 175 WHITMAR ROAD - COTUIT, MA 02635 9° IN PROPOSED SEPTIC SYSTEM UPGRADE PLAN S $?� 75 CEDAR STREET, WEST BARNSTABLE, MA 5.01 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 ZONING CLASSIFICATION: ZONE RE Engineering by: SCALE DRAWN JOB. NO. SETBACKS: FRONT YARD=30' Engineering Works, Inc. 1"=40' P.T.M. 230-16 SIDE/REAR YARD=15' 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. MAXIMUM BUILDING HEIGHT = 30' (508) 477-5313 12/14/16 P.T.M. 1 Of 2