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Home My WebLink About0090 EAST LANE - Health 90 CAS7 LANE, C07UI7 �- TOWN OF BARNSTABLE , LOCATION 9/ V\ SEWAGE# VIL%AGE ASSESSOR'S MAP&PARCEL 037116"4 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ��f Q (�> LEACHING'FACILITY:(type) (size) 1X_t=J'j_ L NO.OF BEDROOMS OWNER. PERMIT DATE: '7 1 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 leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Feet FURNISHED BY �� n ti" No. Fee / R THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeS ftplifation for Mispo8al 6pBtem Construction Permit Application for a Permit to Construct( Repair(v4pgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Q� �tp (,G"e Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q37 p ® c lOr eat Installer's N ,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type o Building:Dwelling No.of Bedrooms �-r/� Rr Lot Size 61 . ® sq.ft. Garbage Grinder( ) Other Type of Building I�e�SLe Tate- No.of Persons Showers( ) Cafeteria( ) Other Fixtures �+ Design Flow(min.required) gpd Design flow provided �o ®y=� ) gpd Plan Date d 1(,A, Number of sheets Revision Date Title S,`[4 1"Yq t Prd es rope Ihet4i Size of Septic Tank iS><iA 1-0-' 6ql^ Type of S.A.S. �� `jndld!t Ugxt C?r S Description of Soil �4 ` D f9 �i - ® %3c✓ L1a D �rO`"i S Nature of Repairs or Alterations(Answer when applicable) 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 Environme ode and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f alth. Signe Date Application Approved by-17K�;4��J ��j( Date/f 1-7& Application Disapproved by Date -7 - for the following reasons Permit No. Date Issued +�*.... -v t. n ti��y�4^•b^`'.,=y ..! .. f, �p-.._..'1+4.:° t:.. ♦ `r-.».—i y -No. �, id -3 ".�r - '^n3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_1 PUBLIC HEALTH DIVISION - TOWN OF-BARNSTABLE, MASSACHUSETTS Yes application for 30is oWal.6pstem Construction Vermit Application for a Permit to Construct Repair-,_%') .Upg ade( ) Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No. 90 541 Can .i + Owner's Name,Address,and Tel.No. /'1 t V,-c cr r Assessor's Map/Parcel 037/0/8 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. t � / -DM Type of Building: Dwelling No.of Bedrooms �� Lot Size 7 G 30 sq.ft. Garbage Grinder( ) I,w Other Type of Building Ref .S,'ASIP Fu.o No.of Persons Showers( ) Cafeteria( ) Other Fixtures J Design Flow(min.required) 414 0 gpd Design flow provided r,'�l•��P7�bYeP gpd Plan Date 11 A.4Zfi 19 Number of sheets / Revision Date p Title J'T o 1I' 't rpNz Aet4i Size of Septic Tank j5YJ4c, f `P✓ Type of S.A.S. q- 5oC3 i,vf��:.t �s,�at �f i Description of Soil 7 H j 6 ~�+ � 01A .S-9!' V All i t 734, D&r k ytI�I°"r S 4 Nature of Repairs or Alterations(Answer when applicable) s "1 T r 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 Environme talTCo e and not to place the system in operation until a Certificate of Compliance has been issued by this Board f • alth. Signea1 Date Application Approved by-*-kw UL�z�,��_: � Date if -711 Application Disapproved by Date for the following reasons Permit No. mf{ Date Issued "f�� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-siteSewage Dis'posal system Constructed( v)�-Repaired( ) Upgraded( �/) Abandoned( )by / �✓��L.( c-t �G `P - at 9n -S f has been constructed in accordance with the provisi��ons,0A i itle 5 and the for Disposal System Construction Permit No. yy dated Installer, R�`b`�' Designer SCl/ r9h /? 14Lrr.,4✓ f �ilSo( �tC, +•rC. #bedrooms y Approved design fl w gpd The issuance of this permit shall not be construed as a guarantee that the system w 1 functio as esig e. Date / Inspector No. _N f7 b �71 Fee ;<'""".""'" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Vrrmlt Reiaidssion=ishereby granted to Construct '� Repair Upgrade Vro" Abandon `'' -.�•""'• Sstem located at u 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 permit.Date E ( Approved by r(\.(`�l Lj//, .4A n i � 6 1 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • enaxsrnBr.e, » 0' 9. Public Health Division ,FG Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desianer Certification Form Date: �_z 3 Z1Y Sewage.Permit# ?-019'34/J Assessor's Map\Parcel s 0! 8 Sullivan Engineering&Consulting, Inc: lee Designer:. Installer: ��' Address: 711 Main Street/PO Box 659 Address: Osterville, MA 02655 t On < ( l Z01 B Sv)/l� &e CITrIR,r, was issued a permit to install a (date) (installer) septic system at - S-E LQ h -� o-��,`- based on a design drawn by (address) Sullivan Engineering&Consulting, Inca dated !!IC12 G (designer) 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 constructe iance with the terms. the I\A approval let s (if applicable) �a�1H or Mgsr q o� CHARLES T. PG ROWLAND CIVIL (Insta er's Signature) No. 52699 A'41� y T RON L '(]Designer'sSignature) (Affix Dest mp 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 BARRNSTABLE PUBLIC HEALTH DIVISION THANK YOU. Q:\SepticlDesigner Certification Form Rev 8-14-13.doc G�aLIL5 ' (off n Dom 5.nK / V.Vol, v J L0 (�� 'Poo C�ea 2 M1 F •.� f Town of Barnstable. P# { 5 7 DIME Department of Regulatory Services' �� BAWSUSIX Public Health Division Date 200 Main Street,Hyannis.MA 02601 Date Scheduled Time Fee Pd. �( ®� • Soil Suitability Assessment for e Disposal Performed B - �e l t `i�'�1 2. y: � Witnessed By: At LOCATION& GENERAL INFORMAT ON Location Address Crj� Ce�s� L c��►ti Owner's Name l �+�t(-fen W t l e to�vt G V l�� _,... ._- �t .-,:.�..�.. - '`•,_ ___,.r.,.Address-•`��-� - ( 1-Ct9t x 1. Assessor's Ma /Parcel: En p i1�"1 �� Engineer �(t��y'Lc�dy�_j�� (� NEW CONSTRUCTION ✓ REPAIR jelephone# ) qZb f —t Land Use 2S i4 Slopes(%) o-5 Surface,Stones Distances from: Open Water Body t ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Properly.Line �J .U"" ft Other ft e SKETCH:(Street name,dimensions of lot,exact locations of test holes 8i perc tests,locate wetlands in proximity to holes) • • ` nt ti X. #90 T P�a -t Parent material(geologic) L(/P.<<S� Depth to Bedrock Depth to Groundwater: Standing Water in Hole:I"AR- Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION'TEST Date l /2 Time ./ Observation Hole# Time at 9" �r Depth of Perc 3 Time at 6" Start Pre-soak Time @ �-. Time(9"-6") End Pre-soak Rate Min./Inch 2h"�+l�yl 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 the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC :i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel ®— `` O .s� S�•ld C am, l0 tie 3 30" w Lca� 10 re � 30 t3a" X-F"Sand' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel 10 YR � 8-3 2- 490 54, 40 DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel 0 - C tote 3 � �efR 2- 09" t a 16 4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel o s� �rQ 31 Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No �� Yes _ Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material I Does at least four feet of naturally occurring pervious material'exist in all areas observed throughout the area proposed'for the soil absorption system? e!-s If not,what is the depth of naturally occurring 7ervious material? Certification I certify that on ? ZOl2 (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 traim ,exp ise and exyenenge described in 310.CMR 15.017. Signature . Date Q:\SEPTIC\PERCFORM.DOC _"" d �' TOWN-OF BARNSTABLE LOCATION .4d— 2r4y% 4,-,-14 SEWAGE#9.7 r �/ 7 o37 Ole VILLAGE f V-0,U i V� ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY : Sl i LEACHING FACMITY: (type) 62 (size) NO.OF BEDROOO``MS —� BUILDER PERMI TDATE: A0• '0--f,5`COMPLIANCE DATE: vSeparation Distance Between the: ¢ 7vate mum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Pr Water Supply-Well and Leaching Facility (If any wells exist r 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) i" Feet Furnished by 0 °2� i Y3�6 .— / ,` � ! z• ,, Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Migpoga.0 *pgtem Cow5truction permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 0)® *4/vr� L -Wr Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building V4-W )!t*h*- No. of Persons Showers(Z) Cafeteria( ) Other Fixtures Design Flow (v1 _ gallons per day Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title FL.-&1 TV Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issued by this 9.44gEd of Heal Signed fos-- w Datel Application Approved by Application Disapproved for the following reasons , Permit No. I Date Issued .( � -3 V � 13 -7 - 1 / srNo. Fee THE COMMONWEALTH OF MASSACHUSETTS'- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS .� L 0(pplication .for mi,5po!5al *pgtem CoBtructton•Permit .; Application is hereby made.for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No.. ! Owner's Name,Address and Tel.No., t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l Type of Building: Dwelling ' No.of Bedrooms Garbage Grinder( ) Other Type of Building �-le No. of Persons Showers(Z ) Cafeteria( ) Other Fixtures Design Flow _ gallons per day. Calculated daily flow gallons. Plan Date o' �� ' Number of sheets ( Revision Date Title lTti b-rH- Lit ll 1 Description of Soil i � I Nature of Repairs or,Alterations(Answer when applicable) i Date last inspected:, i Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system A in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until'a'Certifi- Cate of Compliance has been issued by this , of Heal _, Signed oa- D7,�61 3 Application Approved by ` - l0 S Application Disapproved for the following reasons i, ES 1 i -� Permit No. ! -� Date Issued 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( or repaired/replaced( )on by for as has been constructed-m accordance with the provisions of Title 5 and the for Disposal System Construction Permit o. � ,/dated 0 Use of this system's conditioned on compliance with the provisions set forth b low: `z No.9 _ � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE; MASSACHUSETTS Mi!6posml *p! tem Con.5truction Permit Permission is hereby granted to r NMi U to construct( repair( )an On-site Sewage stem located at SF a Y— � I 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 c mpleted within two years of the date below. Date: ! / r7 Approved by ZTJ - ASSESSORS NIAFNOT PARCEL NO:No. -- ` . q__ ;c / Fee-11----- BOARD OF HEALTH TOWN OF BARNBTABLE Application for Ve1[ Conotructionpernrit A plication is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Ma and Parcel ---------------------------- Owner Address i/",e _ll_0�, l �. ----------- 129X--k6 ---- ° � f Installer — Driller / Address Type of Building Dwelling �G_cS e ----------------------------------------- Other - Type of Building------------------------------------ No. of Persons------------------------------------------------------- Typeof Well -- —,------------------------------------------ Capacity------------------------------------------- ------------------------- Purpose of Well-ae ----------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Coinpliance has been issued by the Board of Health. Signed�- �------------------------------------------------- ----��1__G�----------- date Application Approved By date Application Disapproved for the following reasons:---------------------------------------------------------------------------— ----- -- - ------------------------------------------------------------------------------------------------------------------------------------------------------------- �a date Permit No. — -/1� �r`-- --- Issued — - �/ -�` ~ - - — `� -- date BOARD OF HEALTH TOWN OF BARNBTABLE certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Co structed ("�, Altered ( ), or Repaired ( ) r A_s U NaE�r ,� / l_I/ ------------------ -------------------------------------------------- ----------------- �7�- Installer c is 4 S�` L b r� 1 / at----�-D-------------- cam'------------ --------------------------------------------------------------------------------- -- 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 NoN�- 5ated '`O- c>� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELD SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- - ———— — - ----- -- Inspector------------------------------------------------------ - r v ... . , 'r No. - �� BOARD OF HEALTH TOWN OF BARNSTABLE" b f Application,for Vell Construct ion Permit S- A plication is hereby made fora permit to Construct Alter ( ), or Repair ( )an".individual Well at: Location Address Assessors Map and Parcel Owner Address I I,o12,Xc r /G U A f rA S -'1a ``-0 - - --- - Installer — Driller Address Type of Building Dwelling--�""' 'j Other - Type of Building---------------- ---------------- No. of Persons.------------------------------------------------------ -----=----- Type of Well-y- ---------------- Capacity------------ ------------------- ---- ---------- yp i Purpose of Well-Q�,u----- ,� _�,a der-- ------------------- 3 Agreement: it The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Cornpliance has been issued by the Board of Health. Signed-Dee �.r� - -- - ------------------ - ��-h L-- - -- date Application Approved Bydate x� Application Disapproved for the following;-reasons:--------------------------- -------------------------------------------------------- -------------- -— ---- --- - ----- -- ----- --------- - -- --- --------- --- - ----------------------- date Permit NO. - !'--�- "= —° ----------- Issued ---- a v,�`s ---------------- date y� II .J BOARD OF HEALTH TOWN -OF BARNSTABLE lertificate Of Compliance THIS IS TO CERTIFY That the Individual Well Constructed (`'�, Altered ( ), or Repaired ( ) by--------- rnstaller r 7` at- / -�4 5— ------------------------------------------------------------------- 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*6--A e-Vbated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- ---- ---- ------ , 'Inspector---------------------- BOARD OF HEALTH TOWN OF BARNSTABLE N Yell Con$truct ion permit i •�� 4 No. ------- Fee--- -- ------ Permission is hereby granted-Q�_ �u"�-' �(4'° l�Qi' ' to Construct Alter ( ), or Repair ( ) an Individual dividual Well at: ------------------------------------------------------------------------ ---------------------------------------------------------------- Street as shown on the application for a Well Construction Permit 'i No.---- �,-/� ---- ---�; ----------------_---- Dated----------- � F- ---------------------- �p Board of Health i DATE--- 4 1 � 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: Tim Luff ADDRESS: c/o Architect Assoc. LOCATION: 18 East Lane 1550 Rte. 28 Cotuit, MA Centerville, MA 02632 SAMPLE.DATE: 5-6-96 COLLECTED BY: D. Pennini/ DA Scannell DATE-RECEIVED: 5-6-96 TIME: 11:OOAM� LAB I.D. #: E5-100 JOB TYPE: New Well SAMPLE I.D. #: E5-100 WELL SPECS. : 58, RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result . Coliform bacteria/100ml (MF Method) 0 0 pH pH units 6.0-8.5 6.27 Conductance umhos/cm 500 93 Sodium mg/L 28.0 10.3 Nitrate-N/Nitrite-N mg/L 10.0 0.18 Iron mg/L 0.3 0.07 Manganese mg/L 0.05 0.030 Volatile Organics See attached report. EPA 601/602 1 Chloroform COMMENTS: Yes WATER IS SUITABLE FOR DRINKING PURPOSES R PARAMETERS TESTED. xxx Late R ald J. aari Laboratory Director IT = Less Than f I y yam.. GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E5100 Lab ID: 13266-01 Project: Luff/18 East Ln Batch ID: VG2-0831-W Client: Envirotech Sampled: 05-06-96 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 05-07-96 Matrix: Aqueous Analyzed: 05-09-96 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 I Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL I Chloroform 1 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 I 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 r QC LIMITS _ a,a,a-Trifluorotoluene 30 33 109 % 87 - 113 % 1,2-Dichloroethane-d4 30 34 112 % 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). ci IR Nv :4 UP GARAGE If JLS ------------------------------------------------------------------ -------------_______________________________________------------- E ----------- -------------------------------- ----------------- ----------------- Et--------------------------------El--------------- U) 0 0=4 -------------- CIA -------------------------------------------- cc --------- -------- !LIVINr, KITCHEN 0 OFFICE ----------------- i D� ---------------- FOYER EMS OFFICE E21NIN& Wit= -22. FDR. PIM 5 VL-5 SITTING FO-1 DECK (D ---------------------------------------------------------------------------------- ------ --------------- -------- -------- tl (D m 0 N.I.C. CO) —i 4TIW -------- -------- (t)Lu 0 00 N— --------------------------------- 1(3)0 Job no., xxxx M5Tr<.BATH. date r 25 OCTOBER 2015 FIR 1 -L7 :: 5 T L 0 0 R F L A N Scale AS NOTED SCALE: 1/4" '-0- Lffv M5TP,.E3EDRM. draw: 0 rev. rev. CD Ez� --------------------------------- ISSUED FOR CONSTRYGRON Of G y V L id N u a ?('0 UNFINISHED j-------_ E DN C W I : I ________________________________ IrJ f�urrF of vAwrm 21-0'HALF WALL LEILINS ABOVE ❑ r________„ P=4 ------------ UNFINI5HED ------- p� ® df ❑ P`� CID 0 nn ----------------------------------------j--i �u El 8 a``ecs qm mr ws:D o E'er m+m��L u c E m a m BUREAU WILT IN u s_ --------------- i o A� ohm-^m`ey — c _t m3W- m LINE OF SLOPE m'``_ c y W-m m i m 0 OPENTO PUT LEILIN6 is m�_o-faf mOe ! zmm�om�m `_m BEDROOM BEDROOM LINE oP SLOPE FLAT LEILIN6 HALL --.---------- [C' w WILT IN BUREAU, i WILT IN V _____________ m , SURE" _1 ______________ . ❑ BATH ` --- 0 ._NW N 'S 4.1 — o U rnU job no.: xxxx date 23 OCT05ER 201E SCBIB AS NOTED SECOND FLOOR PLAN drawn: xxx SCALE: I/4" e I'-0" MV. rev. ISSUED FOR CONSTR GRON Of I DIRECTIONS: = y From Hyannis - Follow Main Street to the West ASSESSORS REF • PERC TEST: 15,792 End Rotary, Take second exit onto West Main p y Ma 037, Parcel 018 Street. Turn left onto Rt. 28 (Falmouth Road) &< PERFORMED BY.CHARLES ROWLAND,PE- SULLIVAN ENGINEERING z ' &CONSULTING,INC . Turn left onto Putnam Ave and right onto ' Y z SOIL EVAL UA TOR NO.13586 Lowell Avenue and right onto East Lane. OVERLAY DISTRICT. * y ,, WITNESSED BY.DONNALDDESMARAIS,R.S.-TOWN OFBARNSTABLE # 90 is on the left. RPOD - Resource Protection Overlay District '• `* "` r OCTOBER12,2018 Saltwater Estuary Protection SITE PASSED WP - Well Protection State Zone II TEST HOLE - 1 EL.54.0 TEST HOLE -2 EL.53.8 .O/A LAYER 10YR 312 .O/A LAYER 1OYR 312 VERY DARK GRAYISH BRDWN VERY DARK GRAYISH BROWN m rode-Finish G d r` • Sl SANDY LOAM......... 6 .. ..........SANDY LOAM 53.5 8 53.1 FLOOD ZONE: Bw.LAYER.i.0YR.4L6. ....... BwLAYER 10 6...... 9 ..D., K.YELL.OWISHBROWN..... . .�DARKYELLOWISH.BROWN.-... Min Coin octed Fill '' • �� s° -.... P � Filter Zones X (Min Flood Hazard) ' 30 LOAMYSAND 51.5 32'... L.OA11 fY SAND 51.3 PERC TEST CLAYER10YR7/6 - Fabric Community Panel No. 25 GALLONS GONE IN 4 MIN 15 SEC. YELLOW # . And/Or 250001 0018 D PERC RATE<2MINAN(L TAR=0.74) 132' M-FM SAND 142.8 2 1/8" _ 1/2 July 16, 2014 iw ,: .• . . •, 30" C LAYER 10YR 7/6 51.5 NO GROUNDWATER ENCOUNTERED �� ; - � � Peo Stone YELLOW 3' H-2 Q �x ` 3/4" - 1 112 132' M--FINE SAND 43.0 LOCATION MAP.- NO GROUNDWATER ENCOUNTERED LEACHING Stone Washed CHAMBER Stone _ Scale: 1" - 2000'f TEST HOLE- 3 EL.53.0 TEST HOLE- 4 EL.52.8 4' - 10" --� ZONE: O/A LAYER.IOYR 312.. OIA.LAYER.I.OYR 312... 12' - 10" VERY.DARK GRAYISH BROWN. VERY DARK GRAYISH BROWN.. RF SANDY LOAM 52.5 8" SANDY LOAM 52.1 6 .. �� Area (min.) 0 F ( PO ) Bw.LAYER 1.0YR 616 Bw LAYER.IOYR 4/6 .. A 'n 87,12 S R D DARK.YELLOWISFLBROWN CROSS SECTION OF AAI� � . � g (min) DARK.YELLOWISH.BRQW1v Frontage min 150' 32' L.OAMYSAND 50.5 3211 50.3 (min) Width -- CLAYER 10YR 712 CLAYER 10YR 716 Setbacks: YELLOW YELLOW NOT TO SCALE Front 30' 108' M-FINE SAND 44.0 132' M-FINE SAND 43.8 Side 15' NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Rear 15' TEST HOLE- 1 REFERENCES: R.Cadillac Plan 9-2-1995 ELAYER 10YR 6�l .. Deed: 31441/278 G1Z?iY: _ Plan: PB 22163 (Record) - - - _ 6 LOAMY SAND PB 2211125 Bw LAYER.10YR 6/6. Lots: 7&8 >3RowvisH xELLOW SEPTIC NOTES 30' SANDY LOAM. 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours C LAYER 2.5YR 614 3 1 Prior to An Excavation For This Project the Contractor Shall Make LIGHT REDDISH BROWN the Required Notification to Dig Safe(1-888-344-7233)and contact MEDIUM SAND Sullivan Engineering&Consulting Inc.(508-428-3344). 66" PERC TEST. 2.The Contractor is Required to Secure Appropriate Permits From Town 120'1 PERCRATE<2MlN1IN(LTAR=0.74)1 Agencies For Construction Defined by This Plan. NO GROUNDWATER ENCOUNTERED 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With Cotuit Water,and Shall be in Accordance With 248 CAR 1.00-7.00&310 CAR 15.00. 4.A Minimum of9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. All covers are to be maximum 18"for concrete or 24"Cast Iron. n/f Todd Road 7.Septic System to be Installed in Accordance With 310 CAR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable Virginia Anne Approx. Location b/dh \ Board of Health Regulations. Kol vek e 151 48.31 0 \ \ 8.All Piping to be Sch.40 PVC. Per Plan Book 213 Page 85.01 \ S5T 00' 0011W \\>A \\\ 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum 7. 00' 35"E S5T DO' 00'•W \ Sump of6". 170.04 10.The Separation Distance Between the Septic Tank Inlets and \ \ Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. Wooded Area \\ \\ 30' Frontage _..... \ \ -Setback \ \ Goo p Existing c"n o hed {in9 �r c EP e o\a ` `\ \\ DESIGN DATA Proposed Pool Wooded Area \ \\O Single Family \ \ -4 Bedroom @ 110 GPD v \ � � \ No Garbage Grinder Ait \\ \ Total Daily Flow=440 GPD Use a 1500 Gal Septic Tank t 4 SAS --� l `\ `\ \\ LEACHING AREA Existing Septic``w \ Per Tie Card "'' \ \\ / 440 GPD/0.74(LIAR)=594.6 SF Required Permit 95-1794 >`; \\` \\ Sidewall=2(12.83'+42.0)2'=219.3 SF 3 Bedroom System D Bo \ \\ / Bottom Area=(12.83'x 42.0')=538.9 SF ' to be Abandoned or to be Remo ed / \\ N\\ Total Provided=538.9+219.3=758 SF(561.1 GPD) Removed as per 310CMR15 0\a\\ '\ Enough Pitch is z / LEACHING CHAMBER DESIGN Existing Tank'; provided for, \ ` ��\ All Pipes to be Schedule 40. Use to Remain Cabana line to ``be f o\\ I. 4-500 Gal.Leaching Chambers in a Y? Lawn placed above 12.83'x42.0'Double Washed " outlet line,' \ ` Stone Field as Shown. ni \ 0 Wooded Area n1f S \ v sx�6 / \ \\ \� Town of Barnstable _ �` Deck Fa l/ \ \� Cemetery -13 0. 0 o� 3 y o Patio w/f Dwelling \ `\ \ o N Si// 57, M i' to Proposed \ \ �e \; z o CO Cl� eanout \; \ \ Slab \ /, ; \\ co 554 \� o Garage n/f I \\ \ Stonly K. Harris ( / Shell Drive G sa P o.. 4 1 B Wooded, Area / P / Lots 7&8 .- Frontage... .,_. Lot Area 42,030sff __. ,, ,,..._- Setback o� l \\ \\ .............., _N„„ f LEGEND• / / �/ o� `'1,rj \` \ Pro �• Wooded Area co Parking �i \�\ \\\ D-Box CDT Cedar Tree Irrigatidn -- 4 HT Holly Tree E Me �W�1 I lI Cobble Apron 5. ' 44' 30"E ��2 fnd cb/dh ;\ \\ DT Deciduous Tree E V&tgr �] ' - 118.47 eh VR N56- 44' 30T CT Coniferous Tree HY c / (4) 500 Gal, O 12.8' I` Edge of Pave % /�,f ? Chambers �� Utility Pole Lane -E- Electric F j - � l 4' of Stone G- Gas �•" D> Wetland Flag Edge of Pave Light Post / , SAS Detail View El CB/DH n/f l Scale 1"= 10' OHW- Overhead Wires Barnstable Land Trust Inc. 25 Elevation Contour Existing House F.F. El. 57.6 Existing Garage Slab El. 55.4 Pro Pool Cabana FF El. 55.5 See Note 6 (typ.) F.G. EL. 55.30* - *Final Foundation Gradin To Be F.G. EL. 53.5 F.G. EL 52.4-54.4' _77-oordinated With Landscape Plan Installer To Confirm Existing House Prior To Any Work Flow Equilizers g .. . As Required Invert EL. 53.43 Proposed Garage Line EL. 52.94 Invert EI. 54.04 Existing EL. 52.69 Top EL. 51.39 Proposed Pool Cabana 1500 Gallon 50.80 H-20 Invert EL. 54.53 Septic Tank D-Box EL. 50.64 Installer To Confirm Prior _ 20 To Any Work :.. : .,F�.. 50.39 Leaching Chamber ' Bo t. EL. 48.39 Bedding,"T"s To Be Installed On Inspection Port, If Encauntered: Remque & Replaoe:. Stable Compacted ase & Boffels LO as Per Title 5 The Outer Perimeter ::of The::Systerri:: EL. 42.8 No Groundwater Per Test Hole 1 DEVELOPED PROFILE OF SYSTL=M OF kA SSA NOT TO SCALE C . T. �D CIVI tl . 52 99 G� o S IONAIL TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: � Proposed �m " roveiments EngineeringKClthleen A. MCVICCII' 1.) The property line information shown was compiled from =pCSC William K. MCVICCII" available record information. Record plan has a r� ' permineter closure error of 2.14' over the entire block. y t Consul j �tA` f i v 90 Eost Lone lots 7& 8 have a 0.3'± error of closure. Lot lines should 90 East Lane (508)428.33" • P.O. Box 659 . 7 Parker Road, Osterville,MA 02655 CO tLll t MA 02635 be confirmed by a surveyor and a corrected plan seciQsullivanengm.com www.suilivanengin.com recorded at the registry of deeds. (COtuiv Mws. 2.) The topographic information was obtained from an on C) the ground survey performed on September 21, 2018 and -TI Draft: CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 does not represnet condidtions before or after this date. `►l DATE: SCALE: Review: CTR Comp./Review: CTR/JOD „ 3.) The datum used is on assumed datum based on the November 6, 2018 1 = 20 Town of Barnstable GIS data. Project 380024 Project: McVicar • �48.4'X 48.3 C.B./DH FOUND & HEL ALL LOTS WITHIN 150 FEET OF PROPOSED SEPTIC SYSTEM ARE `ON TOWN WATER, OR ARE VACANT, • o x 48.2 49.X 48.6 <p NOT TO IMPERVIOUS SURFACES: P BENCH MARK--TOP OF WOOD REFERENCE: DEED BOOK 1854 PAGE 85 4ST SCALE STAKE = 48.35 ASSIGNED HOUSE 1235 S.F. PLAN. BOOK- 22 PAGE 63 49.2 \ '� 8 GARAGE 672 S.F. x 49.8 5 DECK/BREEZE/BULK/WALK 1443 S.F. THE LOCUS APPEARS TO BE IN A Q� 49.6 / ��---/// RF ZONING f DISTRICT.S RICT. GOVERNING TOTAL 3350 S.F. 5 ZONING YARDS APPEAR TO BE: �Q PROPOSED % COVERAGE` WITH IMPERVIOUS SURFACE=8.0% FRONT YARD 30 ,� V /\J SIDE YARD 15 �i Q 0�0 x IF PARKING AREA PAVED % COVERAGE=15.0% REAR YARD 15 4j ACTUAL ZONING DETERMINATIONS a Q x 5(� � PARCELQ x 51.2 SITE CLEARING MUST BE MADE BY THE TOWNs(,,, ZONING OFFICAL. T 'EVE. \�e X 52 2 2� \ OF LOT AREA 51.3 sty , O S PROP SEDFT00REMAIN NATURAL. THE LOCUS ALSO APPEARS T BE e�Ge 421130 ± S . F 81 IN THE GROUNDWATER PROTECTION I x 51.2 TH 2Fq 7 OVERLAY DISTRICT. LOCATION MAP •��;� x 51.8 � x "I NOTES e O. r 1.8 1 Opp, x 1.9 52 / PROPOSED 1500 �¢(p 1, X51.4 1. LOCUS IS A.M. 37, PARCEL 18. 2. ELEVATIONS SHOWN ARE GALLON SEPTIC TANK FF �. ASSIGNED. \ D-BOX x 52.4 x 52.4 Oc 3. LOCUS IS IN FLOOD ZONE C ON X 51.9 \ p� FLOOD INSURANCE RATE MAP - - �/,52_0 8DATED JULY 2, 1992. x 52.5 =s Rv - .•. N � '�L�50.9 4. LOT DIMENSIONS SHOWN ARE PROPOSED 40' X 2' X 2' DEED = ==40'� 8' 9' x 52.4 "� FO COMPILED FROM RECORD PLAN, LEACHING TRENCHES 2SRv 4 �o` 52.3 x 5 '2 �,qy i\ CONCRETE BOUNDS FOUND AND 2 \ N OTHER PLANS AND SHOULD BE x \ CONSIDERED APPROXIMATE. THE o, 1 RECORD PLAN HAS A PERIMETER x 5 5 \ \0.7 CLOSURE ERROR OF 2.14 OVER ti� x 52.3 / x 5 .6 �, 52.4 / x 00.4 THE ENTIRE BLOCK. LOTS 7 & 8 5 3 x 52. h 50.2 HAVE A '0.31' ERROR OF CLOSURE. , o - x 51.0 x\ 7 T BENCH MARK--TOP OF CONCRETE I x 52.9 L `b A,Q Q = �o BOUND = 50.00 ASSIGNED OT 7 N OS �0 ,V<`� =6 O,p 0� =- 50.1 -_o ro Fp�Fo Al, �o -_- cgRCq�OSFO _ TH 1 x 51.3 ' v _ / -=� r ' F O (i •O = 0 =o , q - x C B DH FOUND HELD _ 0 5 - - � N _ - cock ,`�3S ``S3_�� CF _ 50.5 6 .�` I - I 0 cul to c> g0-• -- x g ___ 1 x 52.5 x ^�N.:- - - - x 50.3 49.7�y x--r4.2.7 49 1 52.4 -�" 2.3 - = 0.1 x 5O"& 49.8 Z��6' Atop Off. 5 x 49.9 \� 48.8 7 THIS PLAN IS A VALID COPY ONLY IF IT BEARS j p 29kitic0 S� � s ' � 49•5 AN ORIGINAL RED STAMP AND SIGNATURE. F` S q p '. x 5 0.3 i x x 5 FpJ49.2/� 52.7 1y i�9.6 .e i x 6 x OFVMs 51.4 h i ' / x 9.3 N F JANE � 1O, �a� ,, A § ; 49.5 77 ` 51.8 x U YEN OYAN A 0.5 9.8 SITE PLAN � i V 52. Nx 49.0 FOR 6 1.3 x52.2 TIMOTHY J ., LUF PARCEL 1AT LANTUIT - x 51.8 X CE 8, ES E, CO �P� �� , MA x 50, <-D OCTOBER 19, 1995 SCALE: 1 't 20' LEGEND x 1 � x'S0.4 x 5 6i TH I TEST HOLE LOCATION, NUMBER ,i RONALD J. CADILLAC, PLS, RS w PROPOSED WATER SERVICE 1.4 � � 50'9 PROFESSIONAL ANSURVEYOR v U PROPOSED UNDERGROUND. UTILITIES L LAND & REGISTERED SANITARIAN x 9.5 EXISTING ELEVATIONS ('X' MARKS POINT) P.O. BOX 258 8---- EXISTING CONTOUR WEST YARMOU TH, MA 02673 x y5�2 ��' HEALTH AGENT APPROVAL DATE (508) 775--9700 PAGE 1 OF 2 (OVER) i I i f SYSTEM PROFILE NOT To SCALE 2 LEACHING TRENCHES DIMENSIONS HOLD01 EACH 40' LONG x 2' WIDE x 2' DEEP 1500 A T.O.F.=53.57 LLON H- 10 SEPTIC TANK USE 2" MIN. OF DOUBLE WASHED 1/8" -- -- TO 1/2" PEASTONE ON TOP. PROVIDE NEGATIVE GRADE AWAY FROM FOUNDATION foundation �X SCH 40 PERFORATED TOP` PEASTONE=49.5 i Provide chimneys with m x cover ' PIPE LAID AT 1 16" design b o de c eys t 6 a . co e / others y 4 sch 40 pvc 4" sch 40 vc PER FOOT SLOPE Effective depth=2.00' 9 man. P TOPSOIL 4„ sch 40 pvc cover . END CAP „ S=3/8" ft. „ S= 3/8„ per ft. 9" min. cover -- - 3 �2 I_..: .. CONSTRUCTION NOTES S=1 4"/ per ft. 10" 14!DF s' INVERT 49.32 T 4' 0" native soil INV.=49.0 INVERT 50.01 INVERT 49.49 INVERT 49.76 INVERT 49.20 7 2' ALL CONSTRUCTION TO MEET STATE INVERT 50.31 �p: I USE„CLEAN DOUBLE WASHED BOTTOM=47.0 SANITARY CODE AND TOWN 'OF BARNSTABLE -r---6 Stone [310CMR 15.221(2)] 3/4 TO 1 1/2 STONE. native soil BOARD OF HEALTH REGULATIONS. or equivalent - BOTTOM OF TH 2 = 39.8 IF UNSUITABLE SOILS, OR SOILS DIF— FERING FROM THE SOIL LOG ARE FOUND, 15 — .04 CONTACT THE BOARD OF HEALTH AND 10, 6" 9' 2> 381 R. J. CADILLAC. LEVEL 4 trench BUILD UP COVERS TO WITHIN 6" OF FINAL GRADE, AND j MORTOR IN PLACE. TEST HOLE 1 SOIL EVALUATION LOG DEPTH (inches) ELEV.(feet) 0 51.1 TEST DATE: September 2, 1995 0 layer PERFORMED BY: Ron Cadillac, Soil Evaluator 3" E layer 10yr 6/1 WITNESSED BY: Edward F. Barry, Inspector loam sand PERC RATE: < 2 min./in. (C layer) 6 y THIS PLAN IS VALID ONLY IF IT BEARS AN B layer 10yr 6/6 ORIGINAL RED STAMP AND SIGNATURE. SOIL SURVEY:- 1993, Scale-1 : 25,000 30„ sandy loam 48.6 CcB Carver loamy coarse sand Excessive) drained, poor, filter �°� " sq I Y 66 C layer 2.5yr 6/4 a� RON, Scale-l : 100 000 L medium sand CAD�L�� 5 GEOLOGIC MAP: 1986, �, Qmp—Mashpee pitted plain deposit 84" � #1060 � Fo � FIRM: Flood Zone C sq /s �' WATER LEVEL (USGS): September, 'Below normal HIGH WATER TABLE: No water encountered, no mottles, /a No adjustment PERVIOUS MATERIAL: Layer C, 7.5'-9'—naturally occurring 120" no water 41.1 I DETAIL SHEET a 16 11q A TEST HOLE 2 SOIL E LUATOR DATE OR DEPTH (inches) ELEV.(feet) 0 51.8 0 layer TIMOTHY J. LUFF DESIGN DATA 3" E layer 10yr 5/1 AT BEDROOMS: 3 loamy sand 8» GARBAGE GRINDER: No B layer 10yr 6/6 PARCEL 18, EAST LANE, COTUIT MA REQUIRED CAPACITY: 330 GPD 32„ sandy loam 49.1 SEPTIC TANK SIZE: 1500 GAL. OCTOBER 19, 1995 SCALE: AS SHOWN C layer 2.5yr 6/4 BOTTOM LEACHING AREA: 160 SF medium sand [2(2' X 40')] 9 SIDE LEACHING AREA: 336 SF 4 RONALD J. CADILLAC, PLS, RS [2(2'+ 2'+ 40'+ 40') x 2' DEEP)] PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN DESIGN CAPACITY:- 367 GPD P.O. BOX 258 [(160 SF + 336 SF) X .74 GPD/SF] WEST YARMOUTH, MA 02673 no water 144" 39.8 (508) 775-9700 .PAGE 2 OF , 2 (OVER) a C.B./DH FOUND & H`E 48.4 '�\8.3 O � x 48.2 49.X 48.6 040 NOT TO j U-) BENCH MARK--TOP OF WOOD IMPRVIOU5 SURFACES: REFERENCE: DEED BOOK 1854 PAGE 85 '°OST SCALE STAKE = 48.35 ASSIGNED 49 2 HOUSE 1235 S.F. PLAN BOOK 22 PAGE 63 R�qO I 8 GARAGE 672 S.F. / J x 49.8 DECK/BREEZE/BULK/WALK 1443 S.F. THE LOCUS APPEARS TO BE IN A 5 49.6 5 / RF ZONING DISTRICT. GOVERNING �' TOTAL 3350 S.F. D G E G �� 5 \ ZONING YARDS APPEAR TO BE: �P w �� PROPOSED % COVERAGE WITH IMPERVIOUS SURFACE=8.0% FRONT YARD 30 SIDE YARD 15 IF PARKING AREA PAVED % COVERAGE=15.0% REAR YARD 15 g6 `� ACTUAL ZONING DETERMINATIONS a x �1 x 51.2 .4 SITE CLEARING MUST BE MADE BY THE TOWN LOWELL j � IN PARCEL 18 ZONING OFFICAL. `� AVE. �e \\ x 52.2 �� A MINIMUM OF 30% OF LOT AREA OFF 51.3 Ay O IS PROPOSED TO REMAIN NATURAL. THE LOCUS ALSO APPEARS TO BE e' Ge 42 ) 130 ± S . F. 8�- IN THE GROUNDWATER PROTECTION x 51.2 TH 2 _ �F OVERLAY DISTRICT. LOCATION MAP 51.8 \ x 51 . s `�� NOTES 51.5 li 3 1. LOCUS IS A.M. 37, PARCEL 18. 51 1 g r 52 '' 3�\ \ �O ``�2• 51.4 2. ELEVATIONS SHOWN ARE \ FF �� . ASSIGNED. x 52.4 52.4 \ c� 3. LOCUS IS IN FLOOD ZONE C ON 4,c� FLOOD INSURANCE RATE MAP 52.0 OT \ ��q\ 50.9 DATED JULY 2, 1992. x 52.5 \� o� �F� 4. LOT DIMENSIONS SHOWN ARE x 52.4 ^4 � O COMPILED FROM RECORD PLAN, 52.3 x 5, ,� qy CONCRETE BOUNDS FOUND AND j x 52.6 \ 41) � �50.5 OTHER PLANS, AND SHOULD BE LOCATION AND DIMENSIONS SHOWN x CONSIDERED APPROXIMATE, THE PER BOARD OF HEALTH ASBUILT CARD \ / 50.7 RECORD PLAN HAS A PERIMETER x x 52.5 x 51 ~ CLOSURE ERROR OF 2.14' OVER 52.3 x 52.4 x ^/ '� x 00.4 HAVE A 0.31' ERROR OF CLOSURE. THE ENTIRE BLOCK. LOTS 7 & $ 3 X 52. `�� \ 50.2 x 51.0 x T BENCH MARK--TOP OF CONCRETE x 52.9 � �� 50.1 �� BOUND = 50.00 ASSIGNED � T � S� / x 52. �Q � TH 1 x 51.3 \1 6 C.B./DH FOUND & HELD I �/ x ' 150 N/F JAN E x 52.5 19 \ 3 x x 50.3 49.7�1 v J 9 UYENOYANA x 52.4 o x 52.3 \ �f50.1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. �. x i OAF c \ �. x 50.3 JAi�1ES n, x 5� = JAflES RONALD ONALD OJ x 49.2j �. CADILLAC o CADILLAC x 52.7 !y x / 9.6 v #35779 91060 \ 51,4 x //!.. // �NDsu ANI749.5 AR�P clol x 51.8 x 0.5 9 x 9.8 -' SITE �4 E PLAN x 52.1 J� •�� j .,�� x 49.0 FOR LOCATION OF LEACHING TAKEN FROM ASBUILT CARD DIMENSIONS. FIELD CHECK 150' x1�3 TIMOTHYP TI DISTANCET W J. LUFF . .SEPARATION E 0 ELL WITH TAPE ON GROUND PRIOR TO INSTALLATION. x 51.8 x P4 PARCEL 18, f EAST LANE COTU I T, MA / �'� x 50. PROPOSED WELL 4,11 P OCTOBER 19, 1995 SCALE: 1 "=20' LEGEND x 1 -'50.4 x 5 � REVISED APRIL 29, 199 6 pGF, TH 1 TEST HOLE LOCATION NUMBER PROPOSED �. 1.40.9 RONALD J. CADILLAC, PLS, RS WELL WATER SERVICE u PROPOSED UNDERGROUND UTILITIES 50 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN x 9.5 EXISTING ELEVATIONS ( X MARKS POINT) j P.O. BOX 258 8--- EXISTING CONTOUR z i ,--"50.9 WEST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE (508) 775-9700 151�2 PAGE 1 OF 1 i REV. 4 29 96- WELL I 1