Loading...
HomeMy WebLinkAbout0008 LAWTON LANE - Health 8 Lawton Lane West Barnstable A=214-016-003-Lot 35 C I l TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ` erg ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. P4 J(/ 24— , SEPTIC TANK CAPACITY �d0 LEACHING FACILITY: (type) 3--006 C.l ":51 (size) 13➢C q NO.OF BEDROOMS T �,zr� 'j�j r BUILDER OR OWNER rkWA1 i J PERMIT DATE: COMPLIANCE DA Tk� -O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 'q"'p� Feet Private Water Supply Well and Leaching Facility (If any wells exist L h ' �7 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 by b 7) f- w 3-ji7O Cam/ L I citr�► eS No. (�—'� — k�_ , �' - Fee 50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE,MASSACHUSETTS ZIppfication for Migogal bpotem Conotruction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. #�Q' _ Owner's Name,Address and Tel.No. 4—uT 33 To)v LEA"'` Assessor's Map/Parcel Y c'1 Installer's Name,Address,and Tel.No. Dest' ner's Name,Address and Tel.No. 9 3el Type of Building: a Dwelling No.of Bedrooms _ Lot Size a�sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow ZI qQ gallons per day. Calculated daily flow L4 65 gallons. Plan Date 1150 0 5 Number of sheets I Revision Date Title Size of Septic Tank 1660 1q Type of S.A.S. 3 SaD � U.. Description of Soil: S� 1 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 Environ ental ode and not to place the system in operation until a Certifi- cate of Compliance has been issued is Board lth. Si Date Application Approved Date Application Disapproved for the following reasons Permit No.. am r7 _0/ 0 Date Issued 5 No: 5 _'� /CJ R,-!!! ,. �.---..�... Fee ! so THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a Yes PUBLIC HEALTH;DIVISION -TO,W.N BARNSTABLE, MASSACHUSETTS ZIpplicatton for Xh6pool * gtent Cottgtruction eritnit Application for a Permit to Construct(pair( )Upgrade( )Abandon( ) D Complete System ❑Individual Components Location Addressor Lot No. g Owner's Name,Address and Tel.No. u?' .3 SZ 134 t u j T o w L tq w C r Assessor's Map/Parcel1M0 r Installer's Name,Address,and Tel.No. Q,�L� De igner's Name,Address and Tel.No. Q 39 rna S4 . \ -tr+o v �� MlA O�;675 Type of Building: Dwelling No.of Bedrooms T Lot Size a G9a sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures,, Design Flow 4 qQ gallons per day. Calculated daily flow y 65 gallons. Plan Date d s' )5 Number of sheets I Revision Date Title, Size of Septic Tank 1 500 Type of S.A.S. 3 - 500 cep 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_9iis Board af' th. Si Date d' Application Approved cv for e Date Application Disapproved the following.reasons Permit No.T i --c;/ O Date Issued c; THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance v , THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded( ) Abandoned( )by at La j2tn, has been constructed in accordance with the provisions of Title 5 and tie for Disposal System Construction Permit No.';LO o `�©)U dated 5 r Installer Designer nznaj Is� The issuance of this permit shall not be construed as a guarantee that the s,,ygte w 11 ffunction as designed. Date InspectorlW �"t t" No. 'Doln _0 /0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal *pgtem Congtruction Permit Permission is hereby granted to Construct(V--)Repair( )Upgrade( )Abandon( ) f System located at L.,o " vl;: g L , t j 1% t� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Tielt 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the dat o th sN-p Date:_ c 4 Approved TOWN OF BARNSTABLE LOCATION Law`MV SEWAGE'# -0 0 VILLAGE S ASSESSOR'S MAP & LOT -- INSTALLER'S NAME&PHONE NO: P AI - SEPTIC TANK CAPACITY - d6 LEACHING FACILITY: (type) --D6 C441W (size) 13 ' 4 A NO.OF BEDROOMS BUILDER OR OWNER J ®✓ i PERMITDATE: COMPLIANCE DAB 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=00 feet of leaching facility) Feet Furnished by go 3 S` 3 S00 Cv -* P# - - Town-of Barnstable o ttte rok h�P.. f Department of Regulatory Services BARNSTAHEX. Public Health Division Date v� t639 1�� 200 Main Street,Hyannis MA 02601 prf0 MA.06 l 1,9 TimeDate Scheduled / / tee Pd. Soil Suitability Assessment for Sewage Disposal \ ��� witnessed By: Performed By: LOCATION & GENE L INFORMATION —141 Owner's Name Location Address �f 1 t..4L)`i�r Llu" (, r i�j�•6tv, Address Engineer's Name A At,_j-� Assessor's<MaPVa-rcef�-Ir�t_-,p 0 y 0 2 LA 1 NEW CONSTRUCTION ]r REPAIR Telephone It �S 7G2 _ CI31De 1.-LLA �// Slopes(%) c7 Surface Stones Land Use _ / Q�istances from: Open Water Body R Possible Wet Area t�tl 1i Drinking Water Well ft Other�G 4 �-F'<h ft ft Drainage Way ft Property Line __---- t SIMETCH: Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t 2ti 'RA 6r New Lave C+` L.aT 4175 lV00 ®uTWfj N Depth to Bedrock Parent material(geologic) —�AA ------- Depth to Groundwater. Standing Water in 1-iOle: Weeping from Pit Face Estimated Seasonal High Groundwater Al W� DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: in. Depth to soil mottles: °1 Depth Observed standing in obs.hole: i��• Groundwater Adjustment P. Depth to weeping from side of obs.hole: j Ad factor Adj.Groundwater Level— Index Well# Reading Date: Index Well level / PERCOLATION TEST Date ✓ Time Observation -To' Time at 9" Hole# ---T- --�,f Time at 6" Depth of Perc Start Pre-soak Time u Q 1 M Time(9"-6") End Pre-soak , QU Rate Min./Inch / Site Suitability Assessment: Site Passed (// Site Failed: Additional Testing Needed(YM)_� 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:HHEALTH/W P/PERCFORM DEEP OBSERVATION HOLI';LOG Hole# 4 Depth from Soil Horizon Soil Texture Soil Color Soil Other a% Surface(In.) (USDA) •(Munselt) Mottling (Structure,Stones,Boulders. r�unsistenav %Oravel)..._.._�-. �1Lk, `z- �o DEEP OBSERVATION HOLE LOG Hole# �- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselt) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) -7z �0 /tea DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselt) Mottling (Structure,Stones,Boulders. Consistent °° ra el ---------------- DEEP OBSERVATION HOLE LOG Hole# Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) (Munsell) >; Consistency,.%Gravel ------------- Flood Insurance Rate Man. Above 500 year flood boundary No_ Yes-lam Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material aterial exist in all areas observed throughout the Does at least four feet of naturally occurring pervious m area proposed for the soil absorption system? — atJ /. If not,what is the depth of naturally occurring per ions material? Certification I certify that on Y 1�� (date)I have,passed the soil evaluator examination approved by the and that the above analysis was performed by me consistent with Department of Environmental Protection rience described in 310 CMR 1.5.017. the required trainin ,expertise and expe Date l d 7 Signature � I Q:H EA.LTH/W P/PERC FORM ` - FROM :down cape engineering 3nc FAX NO. :15083629880 Jan. 12 2006 04:24PM P1 Town of Barnstable �* Regulatory Services R e g rY 1 Thomas F. Geiler, Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis, MA 02601 Office: 508-962-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel Designer: a �. � A&_-o taller: o Address: 3 ��+ Address: On .- was issued a permit to install a (date) (installer) septic system at ' 0"' Z a � based on a design drawn by 1 " (address) dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 1 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. N OF ARNE H „ gnblaller'Wiateure W. OJAL.P Y /IV h C No 3079r y (Designer's Signa vre) (Affix De o'- . mp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE_ OF COMPLIANCE, WILL NOT QE ISSUED umrm BOTH THIS FORM ANQ AS-BUILT CARD ARE RECEIWD BY THE BARN TABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Dcsigner Certification Form 3-26-04.doc ENVIROTECFI LABORATORIES,INC. MA CERT.NO.:M-MA 063 449 Me.130 Sandwich, MA 02563 908(888.6460) 1-800 339-6460 FAX(508)888-6446 CLIENT: Ridgewood Const. LOCATION: Lot 3 ADDRESS: PO Box 1663 Service Road Sagamore Beach, MA 02562 W. Barnstable, MA COLLECTED BY. Desmond Wells SAMPLE DATE. 3/30/2001 SAMPLE TIME: 3:30pm WATER SAMPLE TYPE. New Well DATE RECEIVED: 3/30/2001 LAB I.D. #. 0103396 WELL SPECS.: 4"x 80760' PVC RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria A 00ml 0 0 9222 B 3/30/2001 pH pH units 6.5-8.5 5.97 4500 H+ 3/30/2001 Conductance umhos/cm 500 95 120.1 3/30/2001 Nitrate-N mg/L 10.0 0.157 300.0 3/30/2001 Nitrite-N mg/L 1.00 < 0.003 300.0 3/30/2001 Sodium mg/L 28.0 8.0 200.7 4/4/2001 Iron mg/L 0.3 < 0.1 200.7 4/4/2001 Manganese mg/L 0.05 0.048 200.7 4/4/2001 Volatile Organics See Report Chloroform ug/L 100 3.2 EPA 524.2 04/11/2001 Trichloroethene ug/L 5 2.4 EPA 524.2 04/11/2001 MTBE ug/L 70 11 EPA 524.2 04/11/2001 COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than >=greater than Rodeld J. Saari TNTC=too numerous to count Laboratory Dir or Page 2 of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 4/02/01 Approved by: Work Order# 0104-03548 R.I. Analytical Sample#: 001 SAMPLE DESCRIPTION: 0103396 LOT 3 SEINCE ROAD GRAB 03/30/ 1 @1530 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIlVIE ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Bromoform <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Dibromochloromethane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Chloroform 3.2 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Benzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,2-Dichloroethane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Trichloroethene ^<.4 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL 1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 . 4/11/01 15:44 JL 1,1,1-Trichloroethane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Bromobenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Bromomethane <0.5 0.5 ug/l EPA 524.2 4111/0 1 15:44 JL Chlorobenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Chloroethane <0.5 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL Chloromethane <0.5 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL 2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL C"!orcto'uene <0.5 0.5 ug/l EPA 'Q4.2 4! 1!01. .15:44 Jr_ Dibromomethane <0.5 0.5 ug/1 EPA 524.2 4/11/01 M:44 JL 1,3-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL 1,2-Dichlorobenzene <0.5 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL trans-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Methylene Chloride <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,1-Dichloroethene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,2-Dichloropropane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL cis-1,3-Dichloropropene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Ethylbenzene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Styrene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,1,2-Trichloroethane <0.5 0.5 ug/1 EPA 524.2 4/11/01 15:44 JL 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Tetrachloroethene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Page 3 of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 4/02/01 Approved by: Work Order# 0104-03548 ' .I. Analytical 1 Sample#: 001 0103396 LOT 3 SEINCE ROAD GRAB 0 /30/01 @1 0 SAMPLE DET ANALYZED PARAMETER RESULTS LI IIT UNITS METHOD DATE/TIME ANALYST 1,2,3-Trichloropropane <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL Toluene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Xylenes <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,2-Dibromo-3-Chloropropane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Bromochloromethane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Hexachlorobutadiene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Isopropylbenzene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Naphthalene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL sec-Butylbenzene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,2,3-Trichlorobenzene <0.5 0.5 ug/I EPA 524.2 4111/01 15:44 JL 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL 1,2,4-Trimethylbenzene <0.5 0.5 ug/I EPA 524.2 4/11/01 15:44 JL 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 4/11/01 15:44 JL Methyl Tertiary Butyl Ether 11 1 ug/l EPA 524.2 4/11/01 15:44 JL n-Hexane <10 10 ug/l EPA 524.2 4/11/01 15:44 JL SURR „� ;'E PANicli E:_"�'S^4.2 4 ;1.101 15 tr 4-Bromofluorobenzene 95 80-120% EPA 524.2 4/11/01 "i. :44 JL 1,2-Dichlorobenzene-d4 106 80-120% EPA 524.2 4/11/01 15:44 JL town of Barnstable P# Department of Health,Safety,and Environmental Services oFtIV Public Health Division Date , V c� 367 Main Street,Hyannis MA 02601 aAaxexeeIA MAM Date Scheduled' — l Time Fee Pd. Z > Soil Suitability Assessment for Sewage Disposal Performed By: `—J ' �4e p —✓ ���" Witnessed B �- LOCATION & GENERAL<;INFORMATION Location Address ��411 � �'�� Owner's Name t3�:J2�i. . � Address Assessor's Map/Parcel: -1A/llo Engineer's Name STEFHEN J. DOYLE ASSOC. 42 Canterbury Lana NEW CONSTRUCTION `REPAIR Telephone East Falmouth MA 02536 Land Use Ai r �IeDDO-> Slopes % T S 508/540-2534 1,� p ( )VMAAE� Surface Stones Distances from: Open Water Body ''1DL t7 ft Possible Wet Area >100 ft Drinking Water Well I;t7 r ft Drainage Way rn 1 ft Property Line ) 10 / ft Other ft SKETCH: Street name dimensions of lot exact locations of test holes& erc tests locate wetlands in proximity ( p p ty to holes) � 1 , -31A M ; Parent material(geologic) g51M — SA,,,,a,, C `0ILP►%NC` Depth to Bedrock_ �N Depth to Groundwater: StEnding Water in Hole: N//�" Weeping from Pit Face Estimated Seasonal High Croundwater r(—, DETERNIIATTON FOR SEASONALIIGH WATER TABLE Method Used. �A Y—CLWt.�}� 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 pate `i Ito jTnne to:yo t , Observation Hole# 1 z Time atJJ(p WN 11.0 1a Depth ofPerc 3(/ot 3` 1 Time atJ?'5 WI(0 IV.ki Start Pre-soak Time @ \0;0ct (o,+j t� Time(9"-6") vi,14 wo End Pre-soak Rate Min./Inch Site Suitability Assessment: SitePassed_1V Site Failed: Additional Testing Needed(YIN) Original: Public Fiealth Division Observation Hole Data To Be Completed on Back j Copy: Applicant °DEEP OBSERVATION Mole# t Depth from Soil Horizon Soil Texture Sod,Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes: o "_ZVu '(5 SL 10�2 4jb �/ '�w�.+/��3+d= Lo( Z�ll���t�l r• rY`�4�Y7 ANY. ...74-1 i4 1 `"c"__: `�{•.'t ' .Alt, � STG i DEEP OBSER'�ATION HOLE LOG Hole Depth from Soil Horizon Sod Texture Soil Color Soil Other Surface(in.} (USDA) (Munsell) Mottling`~ (Structure;Stones,Boulderes: ;onsistencv�%Cra yet) -^ h' o h A - .. .: :. �( :',, Ian _,., � 5t,►w.;.��................ DEEP OBSER VA'I'ION HOSE Depth from Soil Horizon Soil Texture -•Soil Color Soil Other Surface(inJ (USDA) (Munsell) iMottling (Structure,Stones,Boulderes. Gravel) DEEP OB.SERVATIONROLE,'.LOG Hole# Depth from Soil Horizon Soil Texture Soil;Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. %Gravell 4 I Flood Insurance Rate Man: Above 500 year tlood,boundary.:.No Yes V Within 500 year boundary No % Yes Within 100 year-flood boundary No Yes, Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material..exist in all areas observed throughout the area'proposedfor the soif'absorption system? AT T C-.Sr'S\Ti` 1 not what is the depth of naturally occurring pervious"material? f p - 'certification l certify:that on. ���,.�; (date)1 have pass.ed:the soil evaluator examination approved by the. Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,ezperttse and'experience described in 310 CMR 15.017. Signature L Date uZ���=D0 C c COT m 8 cX 68 -- p I I i I Q %O -oWrH LI\/10G P-rl. M.I!&pF, X I 2 LPLY- U W6 bININ (-,j FIO — � 4 r 116 , _ Cp GvLUMNs .I i 14 514 - I - bywR rl' vP�N TO LtJ� , - 1 -i-- -- ----�y �4 . IO� C'', 1.�__ - f G41�G. \YbLL��� 1�2 1, r G 4 x x605�U17�e ^� o,c. O�4_ . N O I i i �l3 ' �'�coNG• �Lbl3 �3DDo P� — L,6H FL u M e L_ - --- Irk W/ _ hLLGoL o 30''x t��g P- GONG G1., ! Rop\vbU-1 f�,ovy--�e Poo-6 v� aI x'l 4 N f7 OPT of o O {� ( IJ I I t 11 Ncog - r Lj a cc D i i CUTTEJLL- iaar�.�-cz) 24a(Y9 to tl I� 1 vU-2\tom__. {tlNl �tON FE [H -L- I �• - \\ ... "Auk_ — ` ��—.__— .�L `\ - _ DAIE i i - — 508.448.6191 Z'3`tc�— I eviin @Ustom _ - I o esigns copyright O 2004 ' - � All Rights Reserved -FPJJT f I - I I s I Preliminary plans and layouts by DC are for the use of their customers only.Any other use is strictly Prohrbrte _ I >x�3Yr 6lW\Y�/�+ACL� - ri'u Awcpoe:w ts. - _ 12xf2 OPP€T .—. .. I I RC6C��ntz DETp1L_-- vi-.[±o� b.b.. E:cs 2;0" 6 p•' 20�. i {2.0' 4B' 3.4" 30" .___.._.. ....__.._...__ —. _- siuvt5�utu>eq , [n D !22>tJ MC1E0.S :— N I Q \a cou-A¢TI ES [3RUKt=/\sT b i It 6 Yv IKS St1�PNlutl.J � r `,,uls-�ooD: 14 1x•CJ0I JTS N 2° "Ps S$TYrA9Pn7y-_J.._.__ �I[N.'—. •f Ql \ .��.:" \ I H."SHEClv27G�"' p - O q�s �• .�..� -�a-srOfr-�\.�h.�al�uuc. _ _ _. ' .. � p i - _ N._ _. Q'It4... ..4� ,Pd•�� .. _. _... 4aol,.o� ,•c awns Ib`pc. _ D•iAV.�:P.F8OK[t•;c'1 I � V ER:-.- — _ I,\• \. \\/I'"oS, %'\ % > r".g'hb ,zz�� [AZU (3)7-110.4+4XR s:a 4.0" copyright , .O Reserved -9cL flEY�1C nwvE \o \ \• / \ d �ti VLI v Preliminary plans and layouts by DC.D.are for[he use of[heir customers only.Any other use is str,[tly Prohl Dlte . 1L. !°•re" I BU"._—._. 2S_.. b0' 6.0' 6.9" G-8� GO•• Z-q\' ,I _ 2 a II Nku-ALI-: u =S.tTf /zKE1S N . � ® 0 ® f Y� it \ / .4eu�k�' \♦ \\ .. i AK \ �I- f508-428-6191 / ip o evlin N UStom o es igns mpyrtght O 2W4 Reserved 4i SECDSY-Y-FCCM-PCx-N \i /\\ r\ P W 3 C Pr elimrnary Ofans and layouts by p CD.are for the use of [heir customers Only.Any other use is s[r\ctly Prohi Dite 1 2:i: "RiSEYET+S--' ----- — � ©i" KRs—'••—. a• --t-tG-mr�a'•'rrrr_s— - - N 1 / 35�0" K2o5T\`MlI_ - - __.6�G_—_. — _—_ T-— __—__ a-o..4s♦vwu. B.o"Mc_least LU ILL 1. II O•. < i r: w2 rj i �COme :FILLED LALLT COL �'` I: ; ♦ 7 THX WALLS ON f4'XC I �' L. w. . THK.MYYM FT(L c. :i ....-.. w__EltIt t_IQ' i Q7 96_ OU13T37$T[6 —prnN If, ..-- OR.ISLN?QCEILlg1T1ECi�SLB .. �• B.O` IS O' Q O` O� i i6 2d suu. /q�._I O• 1 1 1 F I {- . t . .Bi.:JOISTS=QJ�AS:=P/_C�Z15SltSSIC�iSt�CtCK,ge __—.—_.__--.. 1 . ` If hi I 1 • ecuii �-�-- �TT���I—lYmaYeD Tt TOP FNDN. AT EL. 58.5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE D. OJALA, SE SERVICE ROAD ACCESS COVER (WATERTIGHT) TO ENGINEER: 51.0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE % SLOPE REQUIRED OVER SYSTEM '2 sL O 50.0 - 51.0 DONALD DESMARAIS, RS WITNESS: r 2" DOUBLE WASHED PEASTONE DATE: 1/05/05 RUN PIPE LEVEL �/ Focus FOR FIRST 2' 3' MAX. PERCE . RATE _ < 2 MIN/INCH c9 PROPOSED]�500 *1 SLAB ® EL GALLON SEPTIC 47.75' 48.0' y 48.00 CLASS I SOILS P# � 51.2't TANK (H- 10 ) GAS 47.27' 0 0 0 0 0 0 C]' o000 00 INV A 9.0't BAFFLE 47.44 0 47.17 Q ED 0 0 0 M E 0 0 t4' :AROUND 17-1 MIN \_6" CRUSHED STONE OR MECHANICAL (�_% SLOPE) COMPACTION. (15.221 (21) g 8 2� 0 0 0 C� 0 45.17' ELEV. Locus N � ELEV. [2� DEPTH OF FLOW = 4'' ( 3.8 % SLOPE) ( 1 % sLOPE) 3/4" TO 1 1/2" DOUBLE WASHED ;NONE �" 51.2' 0" 48.5' TEE SIZES: FILL INLET DEPTH = 10" FILL OUTLET DEPTH = 14" 18" 18" A LOCATION MAP NTH 11.67' A FOUNDATION 20' SEPTIC TANK 8' D' BOX 12' LEACHIrIG -SL ESL ASSESSORS MAP 214 PARCEL 30" 10YR 3/2 49.0' 22" 10YR 3/2 ZONING DISTRICT: RF * YARD SETBACKS: 5' REMOVAL OF UNSUITABLE SOIL BOTTOM TH 2 EL. 33.5' FRONT = 30' REQUIRED AROUND MOST OF B B SIDE = 15' PERIMETER OF LEACHING FACILITY, SL DOWN TO SUITABLE SOIL LAYER SL ' PROVIDE APPROX. 55' OF 40 MIL + 48 (APPROXIMATE HATCHED AREA 1 OYR 5 6 10YR 5/6 REAR = 15 LINER AT 5' OFF A PORTION OF 6'g SHOWN). REPLACE WITH CLEAN / FLOOD ZONE: C PERIMETER OF SAS, IN AREA O MED. SAND. SHOWN. TOP AT ELEV. 48.0, " *OPEN SPACE SPECIAL PERMIT ALLOWS REDUCED BOTTOM AT ELEV. 44.0' 66" 45.7' 60 43.5 SETBACKS 1.7 C C + 45.4 Iv- PERC M S � MS 2.5Y 7/2 2.5Y 7/2 + 5.5 14" O 2' + cm.5 TR SILT TR SILT 4 45.9 0 156" 38.2' 180" 33.5' \ \ + 45.2 NO WATER ENCOUNTERED NOTES: cri Q p \ 819 A 0 LO 1. DATUM IS ASSUMED 2L2, T 35 2v 66.D`� 5 \ cEPTlC n_SI GN: ( A.QSAGE DI.. C��R t. NOT ALLOWED + 4 92 S a 2. ivlviri,,!PAL `viAT ER IS AVA11�13� F I � \ H2 � + s �a 57.0 DESIGN FLOW: _4 BEDROOMS ( 110 GPD) = 440 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ir + 43.t + 47. + 60.4. �� USE A 440 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 \ ti1.2 SEPTIC TANK: 440 GPD 2 = 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. .6 4s.e `� (-) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. \ ; AK ro 5� USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. i PROP. DWELL. LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TOP FNDN = = 137 TO BE USED FOR ANY OTHER PURPOSE. 45, ELEV. 58.5' SIDES: 2(33.5 + 12.83) 2 (.74) + 56.0 33.5 x 12.83 (.74) = 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ + ss.o + 9. ho BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �r INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED. TOTAL: 615 S.F. 455 GPD / co FROM BOARD OF HEALTH. 0.8 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR �0 EQUAL) WITH 4' STONE ALL AROUND I 00 \ / s /I 0.7 SHED p 55.0 / PROP. / + 52 6 / DRIVE. 5 / LEGEND 'TITLE 5 SITE PLAN I / 2�0. 100.0 PROPOSED SPOT ELEVATION + .5 e 0 OF 57.1 9 .LOT 35 (AKA LOT 4A) LAWTO N LAN E / 6. 100x0 EXISTING SPOT ELEVATION 8 IN THE TOWN, OF: s '-� 57.0 100 PROPOSED CONTOUR + 5 . / � � �� °` (CENTERVILLE) BARNSTABLE ` 56 // 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING BENCH MARK - TOP OF CONC \ BOUND ELEVATION = 60.2 / 7A / 55.1 20 0 20 40 60 .9 / /*-54.9 BOARD OF HEALTH / 5. MA _ / UTILITIES To BE RE-LOCATED , APPROVED DATE SCALE: 1 - 20' DATE: JANUARY 5, 2005 55.8 off 508-362-4541 fax 508 362-9880 / rj(e7AN OF 1,14 d0wrn cape engineering, inc, o�, ARME H 9°tipF.OJ LA ACIVIL ENGINEERS IVILa LAND SURVEYDRS N . 30792 / 939 main st, yarrlouth, rIa 02675 03- 1 08-4A // A OJALA, P.E., P.L.S. DATE I TOP FNDN. AT EL. 58.5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN SERVICE ROAD ACCESS COVER (WATERTIGHT) TO 6' OF FINISH GRADE ENGINEER: D. OJALA, SE MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM / DONALD DESMARAIS, RS50.0 - 501 WITNESS: 2" DOUBLE WASHED PEASTONE 1/05/05 RUN PIPE LEVEL DATE' I t.000s I FOR FIRST 2' \ 3' MAX. PERC. RATE _ < 2 MIN/INCH �TPPOSED 1500 �o r SLAB ® EL. 48.00' ALLON SEPTIC 47.75' 48.0' CLASS I SOILS P# ,001 � ti r 51.2't NK (H- 10 ) GAS 47.27' [] BAFFLE 47.44. «�� 0 O 0 O 747.17' 0 0 0 0 0 0 n 0 Q o 4' AROUND INV AT EL. 49.0't0 Q [] 0 a 0 [� v USMIN �6" CRUSHED 'STONE OR MECHANICAL ,(_2_% SLOPE) COMPACTION. (15.221 (21) 2 I1 � = 0 0 0 C] 0 0 �' 45.17 ELEV. DEPTH OF FLOW = `}'' 3.8 1 .+ ++ STONE ---) O.. � 51.2' 0" Q 48.5' ( % SLOPE) ( % SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED TEE SIZES: FILL FILL INLET DEPTH = 10 = 14" 18 18" LOCATION MAP NTS OUTLET DEPTH 1 1.67' A A FOUNDATION 20' SEPTIC TANK 8' D' BOX 12' LEACHING SL ASSESSORS MAP 214 PARCEL FACILIT° „ 10YR 3/2 22" 10YR 3/2 ZONING DISTRICT: RF * 1��0 30 49.0 YARD SETBACKS: 5' REMOVAL OF UNSUITABLE SOIL BOTTOM TH 2 EL. 33.5' FRONT = 30' REQUIRED AROUND MOST OF B B SIDE = 15' PERIMETER OF LEACHING FACILITY, SL REAR = 15' DOWN TO SUITABLE SOIL LAYER SL 10YR 5 6 PROVIDE APPROX. 55' OF 40 MIL X. + 4e* (APPROXIMATE HATCHED AREA 10YR 5/6 / LINER AT 5' OFF A PORTION OF 6'g SHOWN). REPLACE WITH CLEAN FLOOD ZONE: C PERIMETER OF SAS, IN AREA O MED. SAND. f SHOWN. TOP AT ELEV. 48.0, ++ *OPEN SPACE SPECIAL PERMIT ALLOWS REDUCED BOTTOM AT ELEV. 44.0' '� 66" 45.7' 60 43.5 SETBACKS 17 C C j + 45.4 N* PERC MS MS 6 co -I- 2.5Y 7/2 2.5Y 7/2 + 5.5 14" 0 + .5 I TR SILT TR SILT 2 4 45.9 I 0 156" 38.2' 180" 1 33.5' \ \ + 45.2 NO WATER ENCOUNTERED NOTES: aT \ 8" '°` 0 1 . DATUM IS ASSUMED 00 L T 35 66.0 SEPTIC DESIGN: NOT ALLOWED 2. MUNICIPAL 'WATER -IS 4 \ d` + 4 22, 92 S a261 (GARBAGE DISPOSER IS ) AVAILABLE H2 + 5 i 57.0 DESIGN FLOW: _4 BEDROOMS 1; 110 Gf�U) l- 440 GPD 3. MINIMUwI I✓IPE hi iCH TO` etE -i/8" PER F60 T. + 43t + 47. �� ) - + 60.4 �� USE A 440 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. �6 � ass i�ry .2 SEPTIC TANK: 440 GPD ( 2 ) = �+ - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. \ ItAK ro 51 USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. \ LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT L PROP. DWELL. 74) 137 TO BE USED FOR ANY OTHER PURPOSE. - TOP FNDN = �? 2(33.5 + 12.83) 2 (. 45. ELEV. 58.5' + 56.0 SIDES: _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 33.5 x 12.83 (.74) - 318 BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ + 55.0 / + 9' �� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOTAL: 615 S.F. 455 GPD FROM BOARD OF HEALTH. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND I00 \ -V5 . 0.7 SHED I + 5 6 55.0 / DRIVE. / 5 LEGEND "TITLE 5 SITE PLAN I � 6�Q.2 100.0 PROPOSED SPOT ELEVATION OF J � •5 571 � 9 LOT 35 (AKA LOT 4A) LAWTO N LAN E / 6. 100x0 EXISTING SPOT ELEVATION IN THE TOWN,,OF: 3 100/ �--�\ �570 PROPOSED CONTOUR °` (CENTERVILLE) BARNSTABLE + 5 . 56 1-00 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING / 0) BENCH MARK - TOP OF CONC \ 7�� BOUND ELEVATION = 60.2 / / 55.>. 20 0 20 40 60 .9 / f*-54.9 BOARD OF HEALTH . UTILITIES TO BE RE-LOCATED _ APPRCIVED DATE MA SCALE: 1" = 20' DATE: JANUARY 5, 2005 55.8 / / 1 off 508-362-4541 fox 508 362-9880 1 4) rA down cape engineering, Inc, o� ARNE H yG AWN I OJALALA CIVIL ENGINEERS 4 N . 301792 y � GJ 348, � LAND SURVEY.DRS �o�� ��� OL / 939 vain st, yarmouth, mo. 02675 suR 03- 1 O8-4A A QJALA, P.E., P.L.S. DATE i i I I