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HomeMy WebLinkAbout0156 CAPES TRAIL - Health 156 Capes Trail, W. Barnstable -- A= 088-006-007 t f! 'I I 1 No. 4210 1/3 BLU an ESSE LTE 1©% o 0 0 TOWN OF BARNSTABLE ,_LOCATION /'S-G Cr,4fr SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL QSP,-C}M-C INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY }f-1O LEACHING FACILITY:(type) -2-0 C,nf64 erC. (size) (�, 2,3, NO.OF BEDROOMS22 / OWNER 80r,� PERMIT DATE: COMPLIANCE DATE: P) 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 leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility.) Feet FURNISHED BYE -ec c vT -7 y "D - a i i3►!� -�/C 3AC OILIT- 53; 15 JI C�—yY,� 1 _qj No. O `— 6 I Fee o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippl tation for Mispo8al *pBtem Construction permit. Application for a Permit to Construct( ) Repair(0/upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /S(� (44t% lf61, Owner's Name,Address,and Tel.No. W(-%�-`1�r,rNs ib%c Assessor's Map/Parcel O _ _ I��°J� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -0 R., 'Jf0wr s T":K o -yip 5" i .� ,vP o Type of Building: Dwelling No.of Bedrooms 3 Lot Size 6a i sq.ft. Garbage Grinder( ) Other Type of Building ( )C)t 1-�c�l No.of Persons Z Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S30 gpd Design flow provided -3&e,y gpd Plan Date Number of sheets 2 Revision Date Title Size of Septic Tank 5-00 A2W Type of S.A.S. 3 GiC�/�C � 2(, (�1tvv/ jcrc Description of Soil Nature of Repairs or Alterations(Answer when applicable) �h" lr_ .r o 0) a N Irw s I - s ^ tO d�✓ ,a1cUv 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�� Application Disapproved by Date for the following reasons Permit No. 2—o — 9-6 I Date Issued J s' - a No. 9 U 1 1— ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation .for ]Disposal 6pstpm„eonstruttion i3Prmit Application for a Permit to Construct( ) Repair( `Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. fap�s 1�c� Owner's Name,Address,and Tel.No. /SG >> eta:�-`1�tNg icb1� �av Assessor's Map/Parcel n5;; Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: V Dwelling No.of Bedrooms : Lot Size' ( '�./.� ) sq.ft. Garbage Grinder( ) Other Type of Building (�,tr_ �w-� No.of Persons Showers(, ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided < i/ gpd, } Plan Date =L/—t Number of sheets 2 Revision Date Title Size of Septic Tank�!S't 6)4 Type of S.A.S. Description of Soil - Nature of Repairs or Alterations(Answer when applicable) J A Date last inspected: h Agreement: The undersigned agrges 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 f Compliance has been issued by this Board of Health. c ' Signed v (} w Date -!G ` Application Approved by 1-, M ?� I! r Date Application Disapproved by Date r` 'for the following reasons .. -%- m- Permit No I ' 6 I Date Issued -- --- ---------------------------- ------------------ -~ -------------------------------:--- ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ,. Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( 41 Upgraded( ) Abandoned( AF )o orm at � ,, (fit ��L� Ir has been constructed in accordance with the provisionsV_of Title 5 and the for Disposal System Construction Permit No'. .20I��-a 1 dated Installer �}T� ,,,j &1c Designer #bedrooms Approved designflow gpd The issuance of this permit shall n t be construed as a guarantee that the system will nction designed. Date a "l \ kA No. ��/ t Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS V� . Disposal 6pstrift Construction hermit Permission is hereby granted to Construct( ) Repair Upgrad&( ) Abandon( ) System located at c' , Cc,,01c 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:Construc4on must be completed within three years of the date of this permit. -7. Date _ �� Approved by Town of Barnstable aFZHt r Regulatory Services Richard V. Scali,Interim Director BARHSTABLE, a Public Health Division �p i6sq ,�0 pTFD MA(9 Thomas McKean, Director 200 Main Street,Hyannis,.NIA 02601 Office: 508-862-4644 Fax: 508-790-()3(k1 r j Installer & Designer Cee•tification Form Date:: Sewage Permit# &3 (� assessor's tllap,�arcei 4 ��-QO 6 O07 Designer: rc_�e ► 1 C 'l y L' (.���L ..� j-_ _ ems, nJtuctt _1�1� Installer: Address: )Z t+1); Cr`u;s /c/ /Z,-A Address: P,G S- t,e . �A z q Ce_,,o-Q1_"10_ , KA 02E3-Z On �=� ��A' G'b-i ^ t &­� was issued a permit to install a (date) (installer) -- r septic system at t5 (� Tie., i `W �3an.�5�e� asod on a design drawn by (address) _ G� ;,�eerr;? ltle:•zcsJ l < dated T(o if l cf f c-7 t (designer) — _ _—___ I certify that tlae 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 recltlired) 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 with the terms of the I\A approval letters(if applicable.) -- -_..._ � E u+ I s Signature) Glatt. too.35109 O -` � yo„Rf41Stti�� (Designer's Signature) g ) (Affix Designe ere) 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. Q:'.Septic,A-)esi-nor Certification Form Rev 8-14-13.doe Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backtill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfillino I specified grades with proper compaction and setting risers;covers as shown on the design plan , Town of Barnstable. Departinent of Regulatory Services Public Health Division Date (V/�/ p .16S9 ,6� 200 Main Street,Hyannis MA 026.01 onv�ta Kw Date Scheduled / Time ` D Fee Pd. a� Soil Suitability Assessment for S age Dispos ` Performed"Oy: r'P }�G I.,v��QQ �� IS �Z Witnessed By: LOCATION& GENERAL INFORMATION Location Address ( S .yrr Owner's Name W Vadtiy to S rtit�`�„ Atidress C �S6 Tr�a Assessor's Map%Parcel:C7 N l00 61007 Engineer's Name r Ngiv�e�err� .q���+"�CS h,e; NEW CONSTRUCTION ( .REPAIR � Telephone# !�d 77 5 11 3 Land Use I L-tiS( 611--°�( � Slopes(%) U Surface Stones re�� Distances from: Open Water Body l>-,Yw ft Possible Wet Area ft Drinking Water Well- ft Drainage Way / ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test,holes&pere tests,locate wetlands in proximity holes) _..__._..... _....__.. .... _. w.,. .. ... _ .. _ ._ -. _ _. C P�� ­7-fl 141 c__. Aarent material(geologic) A,Al2A A-C A Depth to Bedrock Depth to Groundwater.Stand�ing�Water'in Hole: /�`� "`� Weeping•fCom Pit:Rgcc (/J v Estimated:Seasonal Nigh Groundwater . ` 7 DETERMINATION FOR SEASONAL)NIGH WATER TALE 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' ft. Index Well# Reading'Date: Index Well level m._ Aql,faetar,,,,_,__,.,: Adj.Groundwater bevel PERCOLATION TEST Date Time Observation Hole# Z Time atY, ! .,� Depth of Perc. ?i, 66 Tlme:at.6" r .Start Pre-soak Time Q �i;p,Z{�I li / me(9"-6") End<Prc=soak �6, `�`I Rate Minalnch. Site Suitability Assessment:. Site'Passed Site Failed' Additional Testing Needed(YIN) Original: Public Health:Division Observation Bole Data To Be Completed on Back---------- *01f 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:\SEPTI0FERcFORM.DOC 1 11 DEEP®BSERVAI'ION HOLE LOG Hole#` Depth from Soil`Horizon SoiI Texture Soil Color Soil Other 4 Surface (USDA) (Mansell) Mottling; (Structure,Stones;Boulders: Consistency, ravel L = 0 '-10 1 DEEP OBSERVATION.HOLE LOG Dole# l P- Z Depth from Soil Horizon Soil Texture Soil Color Soil' Other Surfac:.:(a.) (USDA) (Muasell) Mottling (Structure,Stones, 3oulders. Consistency,%, rave qh DEEP OMERVATION`HOLE LOG Hoie# Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsetl) Mottling (Structure,Stones,Eoulders: n iste o 45 i3ravch DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(in.) (USIIA) (Munsell) Mottling (Structure,Stones,Boulders. . i Consi teri ra ` Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No J/ Yes Within 100 year.flood boundary No Yes Depth of Naturally fJccurring 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? a5 If not,what is the depth of naturally occurring pervious material? Certifiication I certify that on _U (qQ (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 trairiin rk se and experience.described.in 31.0 CMR..15.017. Signature. Date Qi1S,EiYnc\PERCF0RM;D0G TOWN OF IiA.RNSTABLE SEWAGE # 4�• q6 VILLAGE ASSESSOR'S MAP & LOT A INSTALLER'S NAME&PHONE NO. Ras-I rde, 4, C on,!5I 40 8-R 91p L SEPTIC TANK CAPACITY /,5-0r) LEACHING FACILITY: (type) 'n•F,14r<x4e>r S' (size) NO.OF BEDROOMS BUILDER OR OWNER - PERMTTDATE: COMPLIANCE DATE: : — V 9 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Fumuhed by l A = ` l B os Ba z A3 .63 Ins' ALl BLl � 1/S' Li s CIO (go No. /FEE . THE COMMONWEALTH OF MASSACHUSETTS BA?,NSI Af31_' , MASSACHUSETT �yylication for Pisposal ''�Vstent Construction fermit Application is hereby made for a Permit to Construct(Y) or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. (LoT Q #tS(.o CAPES T0A1 L GNA+AP toN L3v�`gERS , 'WC, V\'EST 6AQNS'iQ(6LE� rnA -3oea ©AVL SCtZEET', $u CC tS5 PE:tA6a.O0t) �A a2;S51 (ort B o Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 802TOW'CT1 cot'j< f C'I1otJ DpwN CAP—m EvJG\NS'ZQ1-6k r 1II1C- `"1(",5- wky-E I READ n) S'Tt.ECT,yAUAO..'17u, ^� MA R.STO v,jS M 1 LL-,S y M A OS(o 4 8 oz 1 ctyvl I Type of Building: Dwelling No. of Bedrooms T H(L EV_' Garbage Grinder Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 334-3 gallons. Plan Date NOV • 2o, 1 g 9 S Number of sheets Revision Date No N6 Title n tTE ANQ 5;Ev',/AI%E jt�,j hP Aye,i - Ail_ �N C �A kNSTAf3U ,&A Description of Soil CLEAN MEotUrl) k--itE sANfl w/ P®u,_�s O'�-- s1VT NO wA-(E(L '1<NCou"_ ER.'FSD Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has bee issue by h' oar f He th. ` Signed Date 1i1'�7 �% I Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued c No. /G FEE 1(�2 � THE COMMONWEALTH OF MASSACHUSETTS P 7 �1 9 BARNS+Ai3t-t a MASSACHUSE17 Appliration for Pisposal '$gatent Tonsfrur#ton jhrntit Application is hereby made for a Permit to Construct(y) or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. (Corr 0 :415(o CA VES TRAI L C 1t ASP ION i3UV—D`" , I NC - wrST GPk9,WTo(SLE 1 mr\ 30o UAK STzCer, jv \i c 1SS PE'tN5a-vC.F.) MA OZ" > Col-1 Ob Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SO(C%_0LO-TT\ COnJS'T9_VCT10&J Do-- CAPE E-G\IJrcFQINCI INC_. - "1(�S wAKE4y RO AD �1�5�1 MAIN SitEk T,y�\1ZMO..Tu, N%A MA25r0�►S M11-I-S, MA 05 z -1 1 3 50$ - 3(oZ - 4541 Type of Building: Dwelling No. of Bedrooms T H f2-E C Garbage Grinder Other Type of Building No. per Persons ./Showers( ) Cafeteria( ) �. Other Fixtures e"> /(-:� I Design Flow 3:30 gallons per day. Calculated daily flow "534-•9 gallons. Plan Date ND\J • Zy" I q 61 S Number of sheets Revision Date NO NE Title �tT1` liW ;E:v✓AL,C OF (W--, � C IS(., CwiFs iRA\l \..;C ST Q-,APNST( J;t(: _ VA Description of Soil CLEAN ME1)1U1`0 EIS SANiN w1 Poc�_c � c»= �)\,_T . NO wA-(E2 >✓NC.0ytJTC1Z. 0 T a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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 bee issuer by this oard16f He lth. Signed ----' Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS C�er#iftra a of 01-10mplian.ee THIS IS TO CERTIFY, that the O -srt Sewage Disposal System installed(>e) or repaired/replaced( ) on by 2` - _ for at has been constructed in accordance with he�royisi s of Title 5 and the for Disposal System Construction Permit No. 76 V6 dated Use of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on DATE L "i Inspector THE COMMONWEALTH OF MASSACHUSETTS No. �� IP,�.at�en_P�-r , MASSACHUSETTS FEE IZ2 n ,Vispoent *Votrm (11,onotrurtion 11ernii# Permission is hereby granted to ta_�Io4�- , to construct V) or repair( )an On-site Sewage System located at 11 aIT r and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below.�� DATE -3 — y� �, Approved by L �- FORM 1255 Rev.3/95 A.M.SULKIN CO.-BOSTON,MA ti, 17, 30'9 28'4 2'5 rn UP • � u7 2'6 FURNACE .- ao C,4 N ` Bar Prep Area = � a cI X9 (-VL. �xN6fN6�12�.� 3'0"x6'G' - -N �RiY�P'f'�6►1J 24"Shelving x 2 Q io � R71� N in Storage p O Bulkhead ,.-- �VG �:�G`.Nvl'^1 !�'/� Vi�Gr}l�••VPr�f� 8'7 2' �II 10'7 5'8 12' ( - CPU�)f) . Mike & Margaret Young Finished Basement ASSESSORS IMP NO: No .'L PARCELNO. ,(��� Fee- - r BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion-*r Well (Con5tructionpermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individ al W 11 at: Location — Address ssessors Ma d Par l C --- -------------- --- ---------------------- O —------------------------ Address --------------- Installer Driller Address Type of Building Dwelling-------------------------------------------------------------- Other - Type of Building---------------------------------- No. of Persons---------------------------------—-------------- .r Type of Well-PVC yl'1 - Capacity------------------------------------------ - --— --- - ----------------------- - Purpose of Well------v-- --- - ------------- - -- 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 Certificate .of Compliance has been issued by the Board of Health. Signed -------- ---------------------- date Application Approved B l %Y- ----- - � _ -- — —— date Application Disapproved for the following reasons:--_—____--____--______-____________-______________________—_______—__________ --------------------------------------------------------------------------------------------------------------------------------- //� date Permit No. -ate!/ Y� C ----- Issued-- ---------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THI IS TO CERTIFY That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) b - - --------------- - ------- --- - --- - -- - ---------------- --- -- Installer at O�� lP-- 9W --- - 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 PermitA A - ZIP-Dated Z�-��-----`- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE --- --- — - ---- -------- Inspector-----------------------------------------—--- ------------ r«.i-; "•,�,aFtq' ,,.,�Tll�ti s �s��'^ � '� �� Via. — � - No.------- �� , ��% Fee �------------ �'. BOARD{OF HEALTH, s. I T;OWSN OF` BARNSTABLE t zippCicat ion ArVell tContruction3permit A plication is hereby,made for a permit to Construct ( ); Alter ( ), or Repair ( )an individ al W 11 of c ue -- /� �•� - - -— --- sue! -6 - cA�nit- -- ---- --- •s. Location — Address ti ssessors Ma d ar I ---A ress_---- - -------------------- -- Add ----- ---- l Installer — Driller Address Type of Building Dwelling-----—-----------------------------------------------=------- � Other - Type of Building-----------_ r "r No. of Persons---------------------=-----— — -- Type of Well—PVC —- — ------- - Capacity--------------------- - - -— - — -- - — Purpose of Well - _ � — ---- --- I F i 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 Certificate .of Compliance has been issued by the Board of Health. Signed ^- --—-- — - - --- --- -- / date [ Application Approved B� —��`------ date J Application Disapproved for the following reasons:-----------------------------------------,-------------------------------- I date Permit No. -E `—` --------- Issued---------- --- -------------- _ date BOARD OF HEALTH ' TOWN OF BARNSTABLE (Certificate (Of Compliance THI IS TO CERTIFY That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) -- ---------------------------------------------------------------- Installer �I 4 a t- G= -c�1 :Y_ 2 f ------------------------------- - 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 Dated THE ISSUANCE OF THIS CERTIFICATE SHALL.NOT BE-CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. _ 1 DATEInspector------------------------------------------- -------------------------- BOARD OF HEALTH TOWN Y�-OF BARNSTABLE Ivell Con9truct ion 3permit - . ----------------' '. " Fee-)--------�------ No Permission is hereby granted `-- /`�- ------------ "'to Construct Alter ( ), or Repair ( ) an IndividualWell at: L gip-'-?-- - -- Street , as shown on the applic ''on-for a Well.Construction Permit J r No. Dated---1r'� - > Board of Health. s DATE -- i r ! ENVIROTECH LABORATORIES, INC. J MA Cert. No.: M-MA 063 449 Rte. 130 1, Sandwich,MA 02563 - (508)888-6460 • 1-860-339-6460 Y FAX(508)888-6446 JAN 9 9 1995 HEALTH TODEPT WN OF ARN AeLE CLIENT: Champion Builders LOCATION: Lot #6 Caper Trail W. Barnstable, M SAMPLE DATE: 1-10-96 COLLECTED BY: L. Wile & Son DATE RECEIVED: 1-10-96 TIME: N/A LAB I.D. #: E1064 JOB TYPE: New well SAMPLE I.D. #: E1064 WELL SPECS. : 160' 4" PVC well Flow: 10 G.P.M. RESULTS OF ANALYSIS: Parameters Units Recommended Result Limit Coliform bacteria/100ml (MF Method) 0 0 pH pH units 6.0-8.5 6.68 Conductance umhos/cm 500 225 Sodium mg/L 28.0 6.0 Nitrate-N mg/L 10.0 0.24 Iron mg/L 0.3 0.18 Manganese mg/L 0.05 0.009 Hardness mg/L as CaCO3 500 15.5 Sulfate mg/L 250 2.8 Potassium mg/L 20.0 1.2 Alkalinity mg/L 200 18.0 Chloride mg/L 250 55.2 Turbidity NTU 5.0. 7.6 Color APC units 15.0 IT 1.0 Volatile Organics . See enclosed report. EPA 601/602 ug/L None detected. Yes No WATER IS SUITABLE FOR DRINKING PURPOSES FOR P TERS TESTED. x� � Y�6 Date Ronald J. Aari IT = Less Than Laboratory Director GROUNDWATER , ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E1064 Lab ID: 12563-01 Project: Champion Bldrs/Lot #6 Caper Trail Batch ID: VG2-0761-W Client: Envirotech Sampled: 01-10-96 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 01-10-96 Matrix: Aqueous Analyzed: 01-12-96 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 -'Chloromethane ' BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1, 1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1, 1, 1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chloroethyl Vinyl Ether BRL 5 cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1,3-Dichloropropene BRL 1 1, 1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene 'BRL 1 meta-and para-Xylene * BRL 1 ortho-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 BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 30 100 % 87 - 113 1,2-Dichloroethane-d4 30 29 96 % 83 - 117 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 (1986). l ���� IQ �.3 ,� Department.of Envi-tottTnentall(A.fAagement/Diibn of Water Resources. WELL COMPLETION REPORT WELL LJOCA TION GEOGRAPHIC DESCRIPTION . Addrt s�� — C 1 ./�$ �/ 3) N �� E' W. of V (leer! (circle) City/Town . /ff ICk/V'1. �/3 ��' . C'q�Jy5 Well owner•" "max+ r s� (road) Address �' f'1"� ` l' / N S W' of v- :Intl.in tenths) (circle) �^ Board of Health'permd obtained yes no❑. in ersect..w�E� WELL USE WELL DATA Domestic". Public[] Inchistrial Total well depth U ft. Monitoring 0 Oth'e'r' Depth to bedrock ft. Water-bearmt,�rock/unco oltdaled material Method drilled �Qy��� Date drilled ��� Description "'T'�""' Water-bearingo s: .CASIN� AY 11 From To Type C 21 From .3s To LengtH� � ft. Dia(.I D.) in. To Length into bedroc 3) From kft.. Gravel pack well*, dia. Protective Well seal.. t Screen: dia. Grout-0 Uthbr, _ Slot length.1�0 from! t STATIC WATER LEVEL(all wells) Static water level below land,sur.face`A ft }} pate i WELL TEST(production Wells) Drawdownf ft. , afwr�pumping hr min.at gptn Htiwmeasured ®"�^` Recovery ft �fter�hr. min LOG"of'FORMATIONS COMMENTS Materiels-. - .From To Drille T' t✓V ` Firm :r f Address City/Town fL :Supervising Driller U/.lt✓ yU Signature o/supeiv/sing re isterod well dilller. + P/eesepnnthrrrilY u.... OARD'OF HEALTH COPY ;. ENVIROTECH LABORATORIES, INC. MA Cert. No.: M-MA 063 449 Rte. 130 . Sandwich, MA 02563 (508)888-6460 . 1-800-339-6460 FAX(508).888-6446 CLIENT: Champion Builders LOCATION: Lot #4 Caper Trail W. Barnstable, M SAMPLE DATE: 1-22-96 COLLECTED BY: L. Wile & Son Well DATE RECEIVED: 1-22-96 TIME: A.M. LAB I.D. #: E1183 JOB TYPE: New well SAMPLE I.D. #: E1183 - WELL SPECS. : 1601/125' ' static 4" PVC well Flow: 10 G.P.M. RESULTS OF ANALYSIS: Parameters Units Recommended Result Limit Coliform bacteria/100ml (MF Method) ' 0 0 pH pH units 6.0-8.5 7.30 Conductance umhos/cm 500 109 Sodium mg/L 28.0 11.0 Nitrate-N mg/L 10.0 0.05 Iron mg/L . 0.3 0.14 Manganese mg/L 0.05 0.011 Hardness mg/L as CaCO3 500 24.2 Sulfate mg/L 250 IT 1.0 Potassium mg/L 20.0 1.4 Alkalinity mg/L 200 9.0 Chloride mg/L 250 25.3 Turbidity NTU 5.0 8.8 Color APC units 15.0 IT 1.0 Volatile Organics See report enclosed. EPA 524 ug/L None detected. Yes No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Xxx 4aC-_-11. Date Leo F. Fitz rick LT = Less Than Chemist LAPUCK LABORATORIES, INC. ENVIRONMENTAL TESTING 50 Hunt Street WASTE WATER DISCHARGE TESTING Watertown, MA 02172 ILI (617) 923-0300 FOOD ANALYSIS Fax (617) 923-0301 CHEMICAL ANALYSIS FORENSIC TESTING REPORT LAB NO. 54308 February 07, 1996 Mr. Ron Saari ENVIROTECH LABORATORIES, INC. Sample Received: 01/25/96 449 Route 130 Client I.D.: Champion Sandwich, MA 02563 Sample I.D.: Lot#4-Capes Trail Volatile Organics-ppb(ug/L) Method#524 Benzene N.D. 1,2-Dictiloropropane N.D. Bromobenzene N.D. 1,3-Dicliloropropane N.D.. Bromochloromethane N.D. 2,2-Dichloropropane N.D. Bromodichloromethane N.D. 1,1-Dichloropropene N.D. Bromoform N.D. Cis-1,3-Dichloropropene N.D. Bromomethane N.D. Trans-1,3-Dichloropropene N.D. N-Butyl Benzene N.D. Ethylbenzene N.D. Sec-Butyl Benzene N.D. Hexachlorobutadiene N.D. Tert-Butyl Benzene N.D. Isopropylbenzene N.D. Carbon Tetrachloride N.D. P-Isopropyltoluene N.D. Chlorobenzene N.D. Methyl Chloride N.D. Chloroethane N.D. Naphthalene N.D. Chloroform N.D. N-Propylbenzene N.D. Chloromethane N.D. Styrene N.D. 2-Chlorotoluene N.D. 1,1,1,2-Tetrachloroethane N.D. 4-Chlorotoluene N.D. 1,1,2,2-Tetrachloroethane N.D. 1,2-Dibromo-3-Chloropropane N.D. Tetrachloroethene N.D. Dibromomethane N.D. Toluene N.D. 1,2-Dichlorobenzene N.D. 1,2,3-Trichlorobenzene N.D. 1,3-Dichlorobenzene N.D. 1,2,4-Trichlorobenzene N.D. 1,4-Dichlorobenzene N.D. 1,1,1-Trichloroethane N.D. Dibromochloromethane N.D. 1,1,2-Trichloroethane N.D. 1,2-Dibromoethane (EDB) N.D. Trichlorofluoromethane N.D. Dichlorodifluoromethane N.D. Trichloroethane N.D. 1,1-Dichloroethane N.D. 1,2,3-Trichloropropane N.D. 1,2-Dichloroethane(EDC) N.D. 1,2,4-Trimethylbenzene N.D. 1,1-Dichloroethelene N.D. 1,3,5-Trimethylbenzene N.D. Cis-1,2-Dichloroethylene N.D. Vinyl Chloride N.D. Trans-1,2-Dichloroethylene N.D. Total Xylene N.D. N.D. =Not Detected Analysis Date : 2/02/96 Method Detection Limit = 1 ug/L Recoveries of Surrogate-% P-Bromofluorobenzene 119 D.E.P. -MA 061 a es Fontenarosa, Lab Manager Testing & Consulting Services for over 30 Years . . . This report is rendered upon the condition that it is not to be reproduced wholly or in pan for advertising or other purposes over our signature or in connection with our name without special permission in writing. Total liability is limited to the invoiced amount.The results listed refer only to tested samples and/or applicable parameters. r, r LEGEND o °�h N x 100.98 EXISTING SPOT GRADE Hoye C, 0 -- 126-- EXISTING CONTOUR tiec 0 oc e°o„ to 126 PROPOSED CONTOUR sf ♦ EXISTING WELL v°A SO -G EXISTING GAS SERVICE LOCUS -HGW UNDERGROUND WIRES TEST PIT ` eet�ar\te °�c�o BENCHMARK 'moo `flfl F a LOCUS MAP NOT TO SCALE 9 N 45-1'5'32__W_-----,\\ 6 .4A,5a, W ING SETBACK LINE LOTS 6-&-6A- _-------- --- `�'� s-- ---"43,621 ±SF ---140- - PARCEL 1_D_:__0.88-0--Go 007 _ -------- ' ----- ----- �-" _ ----------------- ------ ---------- ---- �� ----- ---- ---- ------- 15 '-� �\\ '�----- �--_-o___-��e-•---------� W EXISTING S.A.S. ---_-- p L4 � TO BE ABANDONED �5, --- N ---N----- __--152-- - O o ----- ------- __-__ ------ ------ ------- L\ __------ ---- ----- �58 -- 0 1�6. - - _ 088 006 _00 _ --- _�5;3--- . 1 's ,. I . HOUSE#140 (DO (� --1'6�__------- ---- 16049 00 _-Cq__ � 1 _ Y PROPOSED S.A.S. 11 x 163.97 /" 3-500 GALLON CHAMBERS i P-2 ,�5� j SURROUNDED W/4' STONE / 158.20 PROPOSED SEPTIC TANK x 152.66 6.51 BENCHMARK 157.9s Ep i LT. FRONT COR./RAMP gi.96EL.=157.17 W, � 088 007 004 161.0 RET. 7.2 x 152.43 157.83 I HOUSE#17015T84 151. o o \ \ DDN. E� h. 15 ' 155.80 9 EX \ x D W_ 15s.6o �� EC i 158 _ (remove) i ' -' O 0 62:3 � I x I ( 157.29 EXISTING 1s7.67i HOUSE(#156) GARAGE �\ 157.68+ 158.45 0` 6 //�.- - _�.39 o: ,�,� OF MASS EX. WELL c x 158.74 .o - __��pPETER T. 0 N 159.12'':. '`'. /FT60.03 �X. WELL � M CIVIL cE EE -' 1a° 15 ,OS ls9.la i� c N 461.08 No. 35109 S 3 8.85;° EX. DELL x 159.2z . - PAVED.. xr� x 160.48 8 47 Og" E 24 'DRIVE A=86.52 F 159.35 159.91 t 160.44 p.,4.c34' / f C R-275.00 - _ R �_275.00' 158.39 9.98 -` « l l /r ,: :.: : ::. REVISED 7/17/19 , FLOOD ZONE DESIGNATION / 16o.is8..- 160,54 NON HAZARD-ZONE X 1) S.A.S. LOCATION 1&0,54 edge of 2) REDUCE VARIANCE REQUESTS POvemenf ZONING CLASSIFICATION: ZONE RF NO .CHANGE TO BUILDING FOOTPRINT 160.20 16os7 SETBACKS: FRONT YARD=30' OWNER OF RECORD SIDE/REAR YARD=15' YOUNG, MICHAEL PATRICK & MARGARET M TRS CA-PILES TRAIL LOT AREA = 43,560 SF 156 CAPTAINS TRAIL MAXIMUM BUILDING HEIGHT = 30' WEST BARNSTABLE, MA 02668 WIND EXPOSURE CATEGORY: Exposure B Engineers: Surveyors: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. Warwick&Assoc.,Inc. 1"=30' P.T.M. 144-14 � 56 CAPES TRAIL WEST BARNSTABLE MA 12 West Crossfield Road Box 801-63 County Road DATE CHECKED SHEET NO. Forestdole, MA 02644 North Falmouth, MA 02556 (508) 477-5313 (508) 563-7777 6/4/19 P.T.M. 1 of 2 Prepared for: Michael Young, 156 Capes Trail, West Barnstable, MA 02668 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:153.7 FOR A DISTANCE OF 15' AROUND THE PROPOSED SEPTIC TANK PROPOSED D-BOX PERIMETER 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.=159.43 F.G. EL: 155.0 to 156.4t F.G. EL.=86.2 F.G. EL.=156.0t F.G. EL: 155.8t VENT /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 55' L = 34' L = 23'(MAX.) ® S=1% (MIN.) p S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC rra6" 3^• as oo a6 14. 6 aa9Baa6 aaaaaaa INV.=154.20 48' LIQUID aaaaaaa LEVEL INV.=153.60 PROPOSED 4' 4.8' 4' INV.=154.80 GAS BAFFLE INV.=153.43 OR HIGHER INV.=153.95 D BOX EFFECTIVE WIDTH = 12.8' ' H-20 RATED INV.=153.20 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=153.3f BREAKOUT ELEV.=153.70 INV. ELEV.=153.20 moo aaaaa aaaaa aaBa aaaaa NOTES: BOTTOM ELEV.=151.20 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 3 X 8.5'=25.5' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 4' 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 NO GROUNDWATER, EL.=145.2 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2" DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE N.T.S. (OR APPROVED FILTER FABRIC) GENERAL NOTES: SOIL LOG 1 d DATE: MARCH 8, 2019 (REF#15,923) rr`� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATO ER McENTEE SE#1 V BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DAVITif J 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS H AGENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: ELEV. DEPTH ELEV. DEP -310 CMR 15.405(1)(b): 1) A 3' variance to the 3' maximum cover requirement, for up to 156.6 A 158.2 A 0 6' of max. cover. S.A.S. shall be H-20 and vented. SAND LOAM SANDY LOAM -LOCAL REGULATION Chapter 397-8(E), Well Locations: 10YR 4/2 10YR 4/2_ 2) A 27' variance, S.A.S. to Well (house #140), for a 123' setback. - 155.8 B 9" 157.4 B 10 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SANDY LOAM SANDY LOAM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 10YR 5/8 10YR 5/8 DESIGN ENGINEER. 153.6 36" 155.4 34" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING C PERC C FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 42"/60' ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF SANDY LOAM SANDY LOAM HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/3 10YR 5/3 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. WELL LOCATIONS ARE AS SHOWN ON PLAN. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 145.2 132" 147.2 132" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PERC RATE 6 MIN/IN. ("C" HORIZON) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS NO GROUNDWATER OBSERVED 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). Of 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ?/ Q INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL DESIGN CRITERIA NUMBER OF BEDROOMS: 3 SOIL TEXTURAL CLASS: CLASS II DESIGN PERCOLATION RATE: 6 MIN/IN 12.8' (0.60 GPD/SF LOADING RATE) +..1 DAILY FLOW: 330 GPD. 0 , DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO ti LEACHING AREA REQUIRED: (330 GPD) = 550.0 SF . 0 0.60 GPD/SF '� 1 1 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY / 00 �-i.. PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 'I, USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 0- SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. BOTTOM. AREA: 12.8' x 33.5' = 428.8 S.F. TOTAL AREA...............................................................614.0 S.F. SHED SEPTIC LAYOUT DESIGN FLOW PROVIDED: 0.60 GPD/SF(614.0 SF) = 368.4 GPD Engineers: Surveyors: SCALE DRAWN JOB. NO, PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. Warwick&Assoc.,Inc. N.T.S. P.T.M. 144-14 12 West Crossfield Road Box 801-63 County Road DATE CHECKED SHEET No. 156 CAPES TRAIL WEST BARNSTABLE MA Forestdole, MA 02644 North Falmouth, MA 02556 (508) 477-5313 (508) 563-7777 6/4/19 P.T.M. 2 of 2 Prepared for: Michael Young, 156 Capes Trail, West Barnstable, MA 02668 1 l t SEPTIC PROFILE _ TEST HOLE LOGS T.O.F. AT EL � J (NOT TO SCAL� ' ACCESS COVER TO WITHIN d OF FIN. GRADE � ACCESS COVER (WATERTIGHT) TO ENGINEER: 115-7 x 0 WINWUM .25' OF COVER OVER PREGST ;�r HI N d OF FIN. GRADE SLOPE RE fRED OVER SYSTEM - �-' / �4� / ,� -- 2X ou WITNESS: _Li`�. ic. . d. \ * RUN PIPE LEVEL (DfL—) FOR FIRST 2' X ?,30 3,t DATE: --- / ---- - - I POSED TMA H SEPTIC — P E RC. RATE I t C� �.� �5-*2. l`�2. -'k -- CLASS _ SOILS P# or-1wokZ /4- ref 2 u/,4,1'NE"D � < "E Z' II r� -�"`C (?X SLOPE) i d CRUSHED STONE OR I�ECHOWICAL DEPTH OF FLOW - COMPACTION. (15.221 (21) TEE SIZES: /J (_X SLOPE) (LX SLOPE) - 01 INLET DEPTH — 41 � ��'' �" _— OUTLET DEPTH - > LOCATION MAP �• = zoo o ' l v(� ------ _ "� LEACHING 4 SEPTIC TANK \ D' BOX r _ I ASSESSORS MAP PARCEL FOUNDATION— !:� - FACILITY FLOOD ZONE C /4%. BUILDING ZONE: SETBACKS: FRONT - SIDE — - / � �'� �`''` RtAR PLAN REFERENCE: '2, s ,A \ \ V-1k 4kl-r-) — \ NOTES: 2. MUNICIPAL WAFER IS �yr ,�4/4lfC'4 If " SEPTIC DESIGN: GARBAGE DISPOSER Is - T _ 3. MINIMUM PIPE PITCH TO BE 1,/$" PER FOOT. DESIGN FLOW: BEDROOMS (i__ GPD) GPD - --"- 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE ,AASHO --H_ . '_`�_ USE A _v, GPD DESIGN FLOW 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK GPD (_ _) GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. USE A ��'-_ GALLON SEPTIC TANK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: �- `�. USED FOR LOT LINE STAKING. SIDES: (_7 ) - /2�_� GPD I - c, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. I / BOTTOM: GPD 9. COMPONENTS NOT TO BE bACKFILLEO OR CONCEALED 'wtTI10UT S- f 5 ' s � y INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOTAL: S.F. __� GPD _ / FROM BOARD OF HEALTH. (' c g . - _ c� ;K/ � � fi�C` - � . �7% t � �' - / '.. ',.. .� -S'TO,•ttr .'��rf ..'!_�f�=- X �J ?� i+t/.�-' .4�.i:� I�.�+'c...d�t::.. 4n.? '-r-+-, .� ..'-� ►�E T-i k.!c•-r � ice.*'t E J C.-r rt 2 F t 5 ZS 3 'L, K 1F-' 1 r Qtt_ ^yam 111I \ s . SITE AND SEWAGE PLAN OF 'fJ. //.... ��'1,.%'..t C 6.+,C— 077 IN THE TOWN OF: i BOARD OF HEALTH / MA PREPARED FOR: AROVED DATE PP 6 ?' itc. tirt SCA Z: "-30_ DATE: lJ r ----,------ down cape engln e ering, Inc. CIVIL ENGINEERSbt LAND SURVEYORS PHONE 508-362-4541 r \. FAX 508-362-9860 r 4 (2 \ � 939 main st. armouth, ma _ Y� a R H. OJAla, P.h�.. P.L.S. Da TE JOB .