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HomeMy WebLinkAbout0000 WOODWIND WAY - Health 0 WOODWIND WAy (AKA #50) W. Barnstable,'t A 11`0 004 - 001 r No. D l �I Fee V5 BOARD OF HEALTH TOWN OF BARNSTABLE Ak� AC, T[ppYication ,f or geff Construction permit Application is hereby made for a permit to Construct(d), Alter( ), or Repair( ) an individual well at: OkA Location-Address T Assessors Map and Parcel ftfLb T. Awl Owner Address MA Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well t s \1Lkb Nc- Capacity 10 � ~ 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 Certi cate of Compliance has been issued by the Board of Health. Signed 161 Date Application Approved By ?-,I L/ Date Application Disapproved for the following reasons: Date Permit No. V v v I J �V 1 Issued _ Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by V v C/�X, �I � L. Installer at .50 1 r1Q1 V oSro L— has been installed in accordance with the p isions of the Town of Barnstable Board of HpAlth Private Well Protection Regulation as described in the application for Well Construction Permit No.Jo,) Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. 90 15 � d� Fee i BOARD OF HEALTH TOWN OF BARNSTABLE b Wt,,j W,,JZ[pprication _for Yell Construction Permit / Application is hereby made for a permit to Construct(,/), Alter( ), or Repair( ) an individual well at: ,u0 q-1 Location-Address J Assessors Map and Parcel 14Q T. 6 �:=1''1 w yo z W IN-b C,c�►�� � Owner Address p Installer-Driller Address Type of Building Dwelling Other-Type of Building f No. of Persons Type of Welll� 'P c— Capacity o }C�VY-O! z Purpose of Well 0(�V016�k- 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. F Signed r s Date Application Approved By 7-,; Date 4 Application Disapproved for the following reasons: Date Permit No. t/�/ �y 1 Issued ( _� Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed , Altered( ), or Repaired(J) ) by c OJ- �� �i < Installer at 5� t tYU has been installed in accordance with the pre isions of the Town of Barnstable Board of He th Private Well Protection Regulation as described in the application for Well Construction Permit No. )aG S�©I Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE �. Very Construction Permit No. W Fee L Permission is hereby granted to l),<s V YIs4 V V L& y; (I1 n g t (\( ' i Installer to ; ,Construct( Alter( ), or Repair( an individual well at: No 50 �• J6CA\N\'0& V�0,4 , sYat 1Jl Street as shown on the application for a Well Construction Permit No. (S ^G Dated Date - / `� 5 Approved By i Page: 1 of 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 8/3/2015 Sally Desmond Desmond Well Drilling Order No.: G158910'f R P O Box 2783 Orleans, MA 02653 -...._............ ...... .............---- .. -- --..-__ ---.._...-... ------._..-... . -------.-..-.. _....... . a Laboratory ID#: 1589101-01 Description: Water-Drinking Water - Sample#: Sample Location: 50 Woodwind Way,W Barnstable Collected: 07/30/2015ga wolfected by: DWD 144'/99' Received: 07/30/201�'m i Routine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE I Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 7/30/2015 Iron 0.89 mg/L 0.10 0.3 EPA 200.8 KK 7/31/2015 Manganese -1.1 mglL 0.0030 0.050 EPA 200.8 KK 7/31/2015 pH 6.2 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 7/31/2015 Sodium 12 mg/L 0.10 20 EPA 200.8 KK 7/31/2015 Total Coliform Absent PIA 0 0 SM 9223 RG 7/30/2015 Conductance 220 umohs/cm 2.0 SM 2510B DCB 7/31/2015 Based on the results of the parameters tested, the water is suitable for drinking, but may present aesthetic problems (taste, odor, staining)due to Iron. 1 Attached please find the laboratory certified parameter list. Approved By: (Lab Director, / ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508.375.6605 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Sally Desmond Matrix: Water-Drinking Water Desmond Well Drilling Sampled: 07/30/2015 4:00 P 0 Box 2783 Received: 07/30/2015 16:20 Orleans, MA 02653 Collection Address: 50 Woodwind Way,W Barnstable Sample Location: 141/99' Order#: G1589101 Description: 50 Woodwind Way,W Barnstable Lab ID: 1589101-01 Date Analyzed: 7/30/2015 @ 9:12 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Based on the results of the parameters tested,the water Is suitable for drinking,but may present aesthetic problems(taste, odor,staining)due to Iron. -......----._..... EPA 524.2 - Volatile Organics by GC/MS MIDL g - Result MCL MDL Res u t MCL Parameter u /L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodifluoromethane ND 0.50 Chloroform 0.60 ao 0.50 Chloromethane ND 0,50 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 o.50 ........ ..... - ..... - ._......_.-.... - 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromomethane ND 1,1,1-Trichloroethane ND 200 0.50 Ethyibenzene ND 700 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadlene ND 0.50 1,1,2-Trichloroethane ND 5.0 0150 Isopropylbenzene ND 0.50 1,1-Dichloroethane ND 0.50 Methylene chloride ND 5.0 0.50 1,1-Dichloroethene 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-Butyibenzene ND 0.50 1,2,3-Trichloro ro ane ND 0.50 n-Propylbenzene ND-.- 0.50 p p - - 1,2,4-Trichlorobenzene ND 70 0.50 p-Isopropyltoluene ND -0.50 o.5o ND 0.50 1,2,4-Trimethyibenzene ND sec-ButV Ibenzene 1,2-Dib omo-3-chloropropane ND 0.50 Styrene ND ioo 0.50 1,2-Dibromoethane(EDS) ND 0.50 tent-Butylbenzene ND 0.50 1,2-Dichlorobenzene ND 000 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dlchloroethane ND 5.0 0.50 Toluene ND 1000 0.50 _ ..._. ....................- - - ...--- ._.. 1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50 1,3,5-Trimethylbenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichlorobenzene ND - 0.50 trans 1,3 Dichloropropene ND 0.50 - _ 1,3-Dichloropropane ND 0.50 Trichioroethene ND 5.0 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichlorofluoromethane ND 0.50 12,2-Dichloropropane ND 0.50 Surrogates %Recovered QC Limits(%) 2-Chlorotoluene ND 0.50 p-Bromofluorobenzene 890/o 70 130 4-Chlorotoluene ND 0.50 1,2-Dichloro-be nzene d4 107% 70 130 Benzene ND 5.0 0.50 Bromobenzene ND 0.50 Bromochloromethane ND 0.50 Bromodlchloromethane ND 0.50 Bromoform ND 0,11 Carbon tetrachloride ND 5,0 0,50 Chlorobenzene ND 100 0.56 Chloroethane ND o.50 Approved B Attached please find the laboratory certified parameter list. (Lab Director) ND=None Detected RL = Reporting Limit M VL M ximum Contak t Level Superior Court House, Po. Box 427, Barnstable, MA 02630 Ph: 508-375-6606 Page 1 of 1 1 Massachusetts Department of Environmental Protection '`p z Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 50 WOODWIND WAY Please specify well type: Building Lot#: Assessor's Map#: Domestic Assessor's Lot#: ZIP Code: Number Of Wells: 02668 1:1 City/Town: Well Location BARNSTABLE In public right-of-way: GPS jn Yes jn No North: West: 41.71931 70.39525 Subd I vision/Property/Descri ptio n: Mailing Address: click here if same as well location addres Property Owner: Street Number: Street Name: CO SPRINGER CONSTRUCTION 749 PO BOX City/Town: State: Engineering Firm: DENNIS MASSACHUSETTS ZIP Code: 02660 Board of health permit obtained: jn Yes jn Not Required Permit Number: Date Issued: W2015 018 '07/24/2015 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD . Overburden Bedrock ((Auger !! ( Choose Bedrock-- I._.........................._....................................................I C.................................................................................. WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop In drill Extra fast or Loss or addition stem slow drill rate fluid I� 20.............................­­1Medium Sand Brown 5 I j jn Fast jn Slow j,� Loss Sri Addi 6 YES _. _ .......... __._.._ __.. (zs ....._. 20 25 Medium Sand 6 Brown 6 j 1,7 YES jn NO jn Fast Jn SlowFjq Loss jn Addi E ................................. NO ____ 25 45 Fine To Coarse S 6f Brown ( In YES jn_-....E i jn Fast In Slow j,I Loss jn Addi i45 65 Fine To Coarse S �, Brown YES jn. NO j,i Fast jr) Slow jn Loss 'in Addi t; 65 85 Fine To Coarse S ( Brown ( o YES NO n Fast SlowLl,,=Lossj,,a J .I (85 105 Fine To Coarse S 6 �u Brown (, 5 ..,.,..._. .� ��, Y [:::YES jn NO : jn Fast 1,7 Slow �Lossi 105 125 Fine To Coarse S 6�C Brown i In YES in NO j„ Fast Jn Slow �n Loss jn Addi ...... ..... E. ... ........ .. .._....,.. ._ ..._..._.m... .... ....... .. 'i G j, Fast Brow YES Loss Addi 130= 135 Medium Sand 6 Brown 6, jo YES rl NO Fast n SlowEOSS n Addi ._' � l _ .I , .I jr (�11'35 33 144 Fine To Coarse S �� Brown �., jn YES jn NO j,� Fast jn Slow F_�,_�_L oss Jn AddiL ^^ ....... ........... __ WELL LOG BEDROCK LITHOLOGY Visible Extra Drop in drill Extra fast or Loss or addition of From(ft) To(ft) Code Comment Rust Large stem slow drill rate fluid i Staining Chips L ..............._....� _� _-w 5 Choose Code k �,� YES jn NO jn Fast jn Slow i,� Loss jn Addition Ye e Ye <, ADDITIONAL WELL INFORMATION Developed In Yes j„ No Disinfected Jn Yes jn No Total Well Depth 144 Depth to Bedrock Fracturei.......................................................i S Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) None J Enhancement l--„ —, Surface Seal Type 'J�� Yes n No) CASING Is Casing above ground. From: 1 To: 0 I........._..................._................... ..............._............................. From To Type Thickness Diameter Driveshoe 0 140 Polyvinyl Chloride Schedule 40 4 e Ye .._......................................... SCREEN No Scree From To Type Slot Size Diameter 140 144 Stainless Steel Well Pointy v� 0.012 WATER-BEARING ZONES a DRYWE From To Yield(gpm) 99 --_ 144 10 j PERMANENT PUMP(IF AVAILABLE) .... ....... Cho.ose Pump Choose Pump Description Horsepower Description--- Horsepower--- I __] Pump Intake Depth(ft) Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK Water Batches Method From To Material Weight Material Weight (gal) (count) Placement Choose Material ( ICCh�o'o'se Material 6 i Choose One WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 07/30/2015 Constant Rate Pump 6 ' 10 ^T1:30104 �0:01 99 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured �07/30/20 99 10µ w - , Massachusetts Department of Environmental Protection ~' Bureau of Resource Protection Well Driller Program Well Completion Reports(General) COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision, according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. DESMON THOMAS E Monitoring[Ml Supervising Driller III, Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Firm DRILLING INC. Rig Permit# 023 Date Job Complete 07/30/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. i f Town of Barnstable P#. 7 - �y� � 1 Department of Regulatory Services BARWASM Public Health Division DatePAAM 200 Main Street,Hyannis MA 02601 r g� Date Scheduled Time 1� Fee Pd. I� Soil Suitability Assessment for Sew ge Disposal l:=, wlL�o \ Performed By: �' ''� Witnessed By. � ,n LOCATION&GENERA_L INFORMATION :k • Location Address Lot .3, WDadwggd Way Owner's Name Richard Aittaniemi West Barnstable tiJ ooc1G Lv t`^D 19 Wb>ndw4dd Way OAddress West Barnstable, MA Z✓• Assessor'sMap/Parcel: 110/4-1 Engineer's Name Sweetser Engineering Robin Wilcox NEW CONSTRUCTION XX REPAIR Telephone# 5 0 8-3 8 5-6 9 0 0 Land Use,1FfSr/1—T7q.L Slopes(%) G Surface Stones w A Distances from: `Open Water Body ft Possible Wet Area OA/f IA�_ft Drinking Water Well t 'V;rL' rft, Drainage Way ft Property Line 574'0"J ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) a 0q e 4�oa� � - '- h . • - •_ - ! thy.. Sep , . 1 , Parent material(geologic) Depth to Bedrock Z(J C> Depth to Groundwater: Standing Water in Hole: { Weeping from Pit Face �0 Estimated Seasonal High Groundwater 70 r t�o2p`J /rdafw&' TDETERNHNATION FOR SEASONAL HIGH WATER TABLE Method Used: 0 13 S-L12*`7°"� I Depth Observed standing in obs.hole' 7 in. Depth to soil mottles. *N in. ' Depth to weeping from side of obs.hole: in. Groundwater Adjustment Z f ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATIONTEST vats to a Tlme //= r_ion _ Observat Hole# _ Time at 9':4,, , Depth of Perc Z I, �l Z a / - Time of 6" ' , � s. Start Pre-soak Time @ ' Time(9"-6") . End Pre-soak Rate Min./inch G L Site Suitability Assessment: Site Passed Site Failed-. Additional Testing Needed(YIN) ., 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 DEEP OBSER_VA'f15 HOLE LOG` Hole# _ Depth from Soil Horizon _ Soil Texture ; a,:Soil Color. Soil Other' Surface(in.), (USDA) r (Munsell) Mottling .'(Structure,Stones,Boulders. ' Consistency.%Gravel ��- /-�- I V 34 2. DEEP OBSERVATION'HOLE LOG- Hole# 2-- Depth from Soil Horizon Soil Texture Soil Color Soil —Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 324'3 /oYz o�•t3z C7_ r µ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Graven D l2 'A p (o?sc�`l '0 Jo ��rS DEEP OBSERVATION HOLE LOG µ Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 3 3 ,�O Z C �r-� o � Flood Insurance Rate Man: Above 500 year flood boundary, No_ Yes ✓ ,t ✓ Within 500 year boundary No '� Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the,. area proposed for the soil absorption system? XfI f 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 Environmen I Protection and'th a above analysis was performed by me consistent with the required training,e .rhs nerie scribe 310 CMR 15.017. Signattir Date / Zv Q:\SEPTIC\PERCFORM.DOC 1 I L -.._. S41 S ' i CRAWL PAC F {N M f CELLAR 0 CR 20 T• M M OM G LL R A E UN 3 01 T F T T.. OP d FOUNQATION DA OF SOIL TE5 �. � � .�. f IN WE S E NEE G FT M £ 10 IN MUM F 0 SLAB Y _DONE B _OIL S D _ _� 5 TEST '7 � � �.- P 4 3 11 Z. I T N ELEV. � � 10 FT. MIN MU .----.-- CLEAN SANG � WITt�ESSEp BY QN.,-,E�_��� -•---• INS TIO PORT C CR PAC N ' T� C ER AND ,S pp � A ED 0 LOAM » � 110;4 I r1 SGHERULE 0 C PIPE » RV -- O�S ATI 41.E • » 2 LAYS OF E � N MIN,. PITC i P R FT � 1 TO 1 2 /$ / COLOR MO7T. OTHER ,' J A H T E DEPTH HoRIZ TExT(1FtE G L WSE050N 0-1 A ANO ..LOAM 10YR /1 NO ROOTS q OR 1`IL R FABRIC b P � _ Y T q - _ - ---r -.- -- » A » 1 1.1 MAY. V NT » :k _ rI , CAST IRON f�iPE � YR7 2 ROOTS 3 +�. 1 G M{N. R QUIRED 16 33 B ANI�Y LOAM 10 / p Po N�T � � ' OR EQUAL) MINIMUM „ —_ . _.� - 2 33 81 ClC1 SILT LOAM �4 a/ LOW a -----_ - ----- ITCH 1 4 PER FT. ---. -- -_-- - F TEE „ LE�JELI=RS � 81--144 C2 f,�EDIU SAND 2.5Y7/4 FLOW uN� rn 44 8.4 NQ WATER ENCOUNTFRED AT ___1_T 'E4�EV. � _� -.r 1p � ELEV. � 1 ❑QQAQOE7 ❑ © q ..�.�_ MIN. .. . .. w o ° 1 0.0 _ a ° C3 VGA HOLE 2 �LEV.�---1--- - --_-� eLEv. _ �asca� 2 � R �IQN �I LEVEL o © G❑ QC]OC3Q ❑ ❑Q o' >O Q' �"'� " ° p L' A 2 MIN./INCH T 132 1 CHES eyW ..-�. EL V. _ 1 � GAS 6 S MP £ EV. _ ,_t �.�.. ° ° ° ERGO PT10N R TE _� , A --, -•- N BAFFLE �, o QQcp ❑ ❑G3C� Q ❑ q o � ° QV "�`• o ° D PTH HORIZ TEXTURE �OLOfR MOTT. OTHER w \ D�STRIBiJTION ° a Q ClELEy, ° 0 n M C7 © ❑o D Q ° .AO - " A AN LOAM 16YR 1 NO RPOTS .,. ,^ o 0 o Q o ELEV.V. i 0 13 _ P R D Y U A '}/ _ 2 LIQUi OUTLET �) E _ To B PLACED 0 FIRM BASE -YS 13,32" B SANDY LOAM 1RYR7/2 RPOTS E N ) 2 500 G LLON GA LE WITH _ ' 6 - - 4 FE T 14 INCHE ( TO BE WATER TE TED /+ �. �' , 5 FE T -' 19 IN E STONE IN A 32-83" Cl SILT LOAM 14YR7/4 l� H �F MORE THAN ONE OUTLET N 6 FE T 24 "NTH +�00 GALLON e , 7 FE T 29 INCHE • A (TO BE PLACED ON FIRM BASE) 13 X 25 X 2' TRENCH FORMATION WELL N�A 83-t32" C2 MEDIUM SAND .5Y7/4 \ 8 FE T 4 INCHE ��PIICr TAN • 5 •90 ZONE 3 54- L K " � 132 V +OR 3/4" TO 1 1/2 CLEAN SQiL. AQ,70RP�1+�N ur INDEX NO WATER ENCOUNTERED At .� Et,E DOUBLE WASHED STONE ADJU�aT co ` FREE OF FINES & SILT LEV.�_-1p� 5 � S EM S S OEISERV�AMN HOLE 3 1 2 Q USG$ PROBABLE WATER TABLF ELEV. = _�____ P CO TiON RATE _.. �.. M N I CH AT Y._3_ INCHES �w SEWAGE iSPOSAL SYS t�1 PROFILE RV WATER TABLE ELEV. ffi LP i /N NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _$Z, -- DEPTH HORIZ 'TEXT'URE G©LOt£ MO'fT: OTHER 0-12" Ap SANDY LOAM OOYR /1 Np RpQTS 12r34 8 SANDY LOAM 'OYR7/2 ROOTS � t BVW _.r . .. TOP F BARN A ' 34*-84 ClC1 SILT LOAM 14�7/A _.. .. ..___. .._ _'.. .. 0 0 B SL E� _ eI/ , 1 3b 84,144 C2 MEDIUM SAND p.5Y7/4 �V ELEV. � ��._ -�` 44 7.T E Nt3. WATER ENCOUNTERED AT _T n �W BVW ELEV. � O ` i •71 0 VAS 11 HOLE Co DEPTH NORiZ TEX`f�lt�E COLOR MOTT. OTHER _ " ROOTS 1 N 0 S OYid O QO Y 0 , O 13 A AND AM�• 0 S !- / P T �. Y A gYR7 2 ROOTS j 13 33 B AND LOAM 1 / S �- I T LO M lQYR7 4 33 82 Cl S L A / .• .5Y7 4 \; 8 _132 2 E01U4I SA ND Y 3 C N ND .--"' 2 .a. t3 NO WATER R C0 NTERED AT E E M tt . � ELEy. . --L -- 0 D SI AL.0 '1"101�S � �N 0 U�.� NUMBER OF Ea OoM ' Mne N, � R a R s MAe, mp\eAAA e �--- M�` GARBAGE DISPOS t UNIT ' ?O AL .ESTIMATED LOW 119 f BR A �. REQUIRED S PT►C .TANK'CAPACITY Q GAL. 1 A UA SIZE OF SEPTIC TANK - GAL. GT �- E AN _ .� F / SOiL C ASSI ICATION S � DESIGN PERCOLATION ATE 4 �_ MLN, .iN: I S P G R �. ,:/ , g jU EFFLUENT LOADING RATE GAL:/DAY/S.F. 1 f G �J CHI AREA SQ. FT. LEA NG R� _ o , 42 + 55X LEACHING CAPACITY (AREA X ATE A . DA LE C NG CA� 1 '( RATE) ��1�� G L / Y 740.00 x Q-74 � � RESERVE LEACHING CAPACITY ."� �a� GAL./DAY �- Bu A� --, NOTE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.L.P. "`----•..T """ "'" "--- -•�-�-�.--^ -""' •. ---�-'.",. ---- "'"- �r TITLE 5 AND THE TOWNS RULES AND REGULATIONS I�QR ca , .� E SUBSURFACE DISPOSAL OF $SWAGE: T� �. 'L ALL C4 RS 0 SANITARY UNITS SHA L B BROUGHT TO U� 1� \ �. 2 L yE T S A A l B Q 'WITHIN 6 OF FINISHED GRAp�. _ 3. ALL COMPONENTS OF E NITARY SYSTEMS ALL e CAPABLE OF L M THE Sq H D , i WITHSTANDING H tp LOADING UNLESS THEY ARE UNQER OR WITHIN y� 10 FT. OF DRIVES OR PARKING.AREAS. H-20 I�ADINO .SHAI.L BE .�'� .� ��.. < � � ••� USED UNDER OR WITHIN 10`FT. OF DRIVES OR PARKING AREAS. + r� 4. ANY MASONARY UNITS USED TO BRING COVERS ITo GRADE HALL B MORTARED IN PLACE. 5. NO DETERMiNATIO HAS BEEN MADE AS TO COMPLIANCE WITH a '� ��• :. DEEDED OR zONfNG REGULATION$..OW{JER / APP41CAftiT {5 TO 0 1 OQ + 0 TAIN SUCH DETERMINATION FROM'ANSPROPRIA AUTHORITY, o, ( _ 1• ..-r' .. .;:, . ; . B 5 TE TE 1 -- ---- - �. --- 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATiQN CONTRACTOR -- �_ — �_ Z dF r, I : A _ f 2) iS TO GALL D G SAFE T 8$8 344 7243 A LEAST 72 HOURS .-� , �y� PRiOR TO COMMENCING WORK 0 S17. REh to s 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS -,-.-`" - �, SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARiA11ON - ---- T..- --- �-- --t- IS TO BE BROUGHT TO THE ATTENTION OF THE ESIGN ENGINEER . 979 p o IMMEDIATELY. PARCE iS i FLOOD ZONE X 1. N © Z Sq PN 11 Q 4T-1 . N�taR� 9. LOT JS SHOWN ON ASSESSORS MAP -.. _._.._._ AS PARCEL ¢6. _ .2D � 10. A�.L UNSUIT,AQLE MATERiAL SHALL BE REMOVED FROM UNN)EP. AND / `'i '\ FOR A MINIMUM OF 5- AROUND SOIL A$SORPT10 SYSTEM AND BE REPLACED WITH MATERIAL AN SPECIFIED IN ` 10 CMR 15.2 3 . M A S Ei7 3 53 O i + �1 11. THE INSTALLER IS TO GIVE THE FNGiNEER A MINIMUM OF 40 HOURS N FINAL N NN (2 WORKING DAYS) NOTICE FOR THE NAL INSPECTION (NUMBER BELOW). ..O o ti El ,... t ..1r1l�'} CO�CCA 3 34t- ; a- 9 o 9 O 1 �G• w r G R E 1 S T�• •�E 4AKQ 0 � m 5 ti z 1 + � Q� a 1 4 —t APPR4'V p. BOARD OF H LTH �A t5' ( 00, DA7 AGEi�1 T C• 0 SST B RNST��.�E, MA �'� P $4D SBF c DESIGN FOR O � O � ORTCHODa uT � '� S S . _ r a cr�s �oC. �E � HiGH $s P o I o � I 0 T cr � 2 � � u ET oa a T� � ; 6,q 508^ p. Q. BqX 713 o I 385-6900 sou?H aENNIs, MASS. 02660 LtGEND. EXISTING_SPOT ELEVATION 00,0 L �'r V DATI S ALE rr > --- --__E ISTL G CONTOUR Ob "�' , , J�NEJQ 2O1 �J G � _ -� �O K N � , T FINAL SPOT ELEVATION FINALCONTOUR SOIL T T LOCATION SO >$ REY• JQq NO, I ITY POLE -a- 44 �jUTILITY WATER � W TOWN R W `CATCH BASIN � G LINE _,-.._,__�__�. REV. - _ . S N A LOCA ION MAPT 1 1 Ct-EAN OUT T Es' 'H E� OF, C.P.CESSPOOL ; O C: SB PROD 75�2-0 dw 754.?-SA•5:0 ®2p15 $WEE1'SER ENGINEERING WG