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HomeMy WebLinkAbout0064 ABEGALE SNOW ROAD - Health 64 Snow Road -- -n__ Barnstableo,! °✓J� ATT O,F, BARNST E �CLOCATI N C� l� - i }SEWAGE VIL AGE r Cal.. ASSESSOR'S MAP & L�T F INSTALLER'S NAME&PHONE NOR e 1 SEPTI +TKCAPA ) CY o .� Ibb LEACHING FACILITY: (type) CT,�� tR � (sizej3 Soo cu o11 NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: l COMPLIANCE DATE: 0 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 by �, j 0 u No r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: v I 1, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipphration for 30igool *p5tem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addre��r Lot No. '� [� GsJ Owner'sName,A �an�T�el�I�jp. Assessor's Map/Parcel 8pp � /l J. —)" I1DI1u " f QJWC/ // n��r1111 I! j•- TY► W Inst er's N�++ppe, ddress,and L N9'. y?`7'_y�j f Des gner's N Addres d Tel.No. �. �S co C1Gh �r u!i• C/1L O'IcI. Type of Building: Dwelling No.of Bedrooms '/ Lot Size N 30 71Y/ sq.ft. Garbage Grinder OJC� Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow yyd gallons. Plan Date umbe of s e evts on Date Title � S'—X " ko�Ai 4). ih� C Size of Septic Tank /sZt�:) Type of S.A.S. 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 oRyi the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuedard of Health. Signed Date / Application Approved by Date Application Disapproved for the following reaso Permit No. Date Issued --------------------------------------- 100, No. 1 `v 1 :,fit Fee Entered in computer: _THE COMMONWEALTH OF M'ASS7ACHUSETTS V PUBLIC•HEALTH DIVISION -TOWN O F BARNSTABLE, MASSACHUSETTS 01pprication for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct(Y)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Locat' Ad tvLot No. �ig l� �, c I w Owner's Name,Address and Tel. 77�G73�F Assessor's Ma n Map/Parcel n n �'l"p )q I — . '!' li(I 1�h (� I (� {Z G I>� �l ��l f1wJ)nn C�1 Instal�l)er-'s}-N' e, ddress,and T 1.No / � Des' ner's N e,Address�d Tel.No. �(lid Type of Building: ! , Dwelling No.of Bedrooms Lot Size �3, 7�t< sq.ft. Garbage Grinder Ox�. f , Other Type of Building No. of Peer`sons Showers( ) Cafeteria Other Fixtures Design Flow ���/l7 gallons per day. Calculated daily flow ���`U gallons. Plan Date �/-J c�� umber f s ett5- ` Revision Date Title S� fc tia 7,),p7xo; �Ic Si��u c �). (�(.� ��h� Size of Septic Tank Type of S.A.S. r/r; Description of Soil C C Ce7 i 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 oXyhis the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beerrsissued oard of Health. Signed _ Date Application Approved by 4,. —Date-- Application Disapproved for the following aso4 Permit No. Date Issued ———————— ——— ———————————---———— ————— -- THE COMMONWEALTH OF MASSACHUSET7S BARNSTABLE, MASSACHUSETTS`i Certificate of Compliance , THIS IS TO CERTIFY that a On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( ) Abandoned( )by 0 84ull' IVG^- at 40Ct l?" �e O a b��n7-rrc/oppnstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer Designer A The issuance Tj f thus permit shall not be construed as a guarantee that the syst m will unction asyy� Signed.. Date -Z .1140 q Inspector I ill &I h k✓ ———— —— — — — ——— No. �d �-2IO r� _ / _ Fee �'01 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS M,5pool 6pgtem Congtruction Permit Permission is hereby granted to Construct Repair( pgrade( ) bandon ) ' System located at 14 ZJ'r c&Le Jun, 4.n f'nJ 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. Provided: Construction /mus be c mpleted within three years of the date of this ermit. (� Date: Approved by 9C y i � - TOWN OF BARNSTtEW LOCATION G 0 SAGE #©K�-01 VILLAGE ASSESSOR'S MAP & L T INSTALLER'S NAME&PHONE NO.Cl y � r SEPTI?T I CAPAW1Q qCLJ i LEACHING FACILITY:.(type) C: ° (size 9 500 d bl ) NO. OF BEDROOMS BUILDER OR OWNER ° 1 PERMIT DATE:. ` ,COMPLIANCE DATE: . Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands Exist within 300 feet of leaching facility) Feet Furnished by r 4 03 � 2 � 9 4' -4 V •ENVIROTECHLABORATORIES,INC. 417 MA CERT.NO.:M-MA 063 449 Rte.130 Sandwich, MA 02563 908(888-6460) 1400 339-6460 FAX(908)8884446 CLIENT: Markwood Corporation LOCATION: Lot 2A ADDRESS: 110 Breeds Hill Rd Abigale Snow Rd Unit 10 W Barnstable ma 02668 Hyannis MA 02601 COLLECTED BY. D Pennini/DA Scannell SAMPLE DATE. 5/1/2001 SAMPLE TIME. 12:00 WATER SAMPLE TYPE. New Well DATE RECEIVED: 5/2/2001. LAB I.D. #. 0105056 WELL SPECS.: 114' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 5/2/2001 PH pH units 6.545 6.25 4500 H+ 5/2/2001 Conductance umhos/cm 500 69 120.1 5/2/2001 Nitrate-N mg/L 10.0 0.042 300.0 5/2/2001 Nitrite-N mg/L 1.00 < 0.003 300.0 5/2/2001 Sodium mg/L 28.0 8.1 200.7 5/3/2001 Iron mg/L 0.3 < 0.1 200.7 5/3/2001 Manganese mg/L 0.05 < 0.008 200.7 5/3/2001 Volatile Organics ug/L See Report Chloroform ugA 100 3.2 EPA 524.2 5/11/01 Trichloroethene ug/1 5 1.9 EPA 524.2 5/11/01 COMMENTS: pH is below recommended limit and may have corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date S >=greater than Ro ld J. Sa TNTC=too numerous to count Laboratory Dkkdor I s R.I..Analytical Specialists in Environmental Services CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/03/01 Attn: Mr. Ron Saari Date Reported: 5/14/01 449 Route 130 P.O. #: Sandwich, MA 02563 Work Order #: 0105-04991 DESCRIPTION: DAS/MARKWOOD ABIGAIL SNOW (FOUR DRINKING WATER SAMPLES) Subject sample(s) has/have been analyzed by our laboratory with the attached results. Reference: All parameters were analyzed by U.S. EPA approved methodologies. The specific methodologies are listed in the methods column of the Certificate Of Analysis. Certification #: RI-033, MA-RI015, CT-PH-0508, ME-RIO15 NH-253700 A & B, USDA S-41844, NY-11726 If you have any questions regarding this work, or if we may be of further assistance, please contact. Approved by: i A is e ab Paul Perr �ti QA/ Coordinator Data Reporting /anager enc: Chain of Custody 41 Illinois Avenue, Warwick, RI 02888 950 Boylston Street, Unit 102, Newton Highlands, MA 02461 Tel: (401) 737-8500 Fax: (401) 738-1970 Tel: (617) 965-5133 Fax: (617) 965-5624 ti Page 4 of 9 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 5/03/01 Approved by: Work Order# 0105-04991 R.I. Analytical / Sample#: 002 SAMPLE DESCRIPTION: 0105056 LOT 2A GRAB 05/01/01 @ 1200 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIME ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Bromoform <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Chloroform 3.2 0.5 ug/I EPA 524.2 5111101 14:27 JL 1,2-Dibromoethane(EDB) <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL Benzene <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL Carbon Tetrachloride <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,2-Dichloroethane <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL Trichloroethene 1.9 0.5 ug/l EPA 524.2 5111101 14:27 JL 1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,1-Dichloroethane <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,1,1-Trichloroethane <0.5 0.5 ug/1 EPA 524.2 5111101 14:27 JL Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Bromobenzene <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL Bromomethane <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL Chlorobenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Chloroethane <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL Chloromethane <0.5 0.5 ug/l EPA 524.2 5111101 14:27 JL 2-Chlorotoluene <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL 4-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL Dibromomethane <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,3-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL 1,2-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL trans-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL Methylene Chloride <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL 1,1-Dichloroethene <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,3-Dichloropropane <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL cis-1,3-Dichloropropene <0.5 0.5 ug/1 EPA 524.2 5111101 14:27 JL tran-1,3-Dichloropropene <0.5 0.5 6g/1 EPA 524.2 5/11/01 14:27 JL 2,2-Dichloropropane <0.5 0.5 ug/l. EPA 524.2 5/11/01 14:27 JL Ethylbenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Styrene <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL 1,1,2-Trichloroethane <0.5 0.5 ug/l EPA 524.2 5111101 14:27 JL 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL Page 5 of 9 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. i Date Received: 5/03/01 Approved by: Work Order# 0105-04991 R.I. Analytical I/ Sample#: 002 0105056 LOT 2A GRAB 05/01/01 @1200 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TIME ANALYST Tetrachloroethene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,2,3-Trichloropropane <0.5 0.5 ugh EPA 524.2 5/11/01 14:27 JL Toluene <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL Xylenes <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,2-Dibromo-3-Chloropropane <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL Bromochloromethane <0.5 0.5 ug/1 EPA 524.2 5111101 14:27 JL n-Burylbenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 5111101 14:27 JL Hexachlorobutadiene <0.5 0.5 ug/I EPA 524.2 5111101 14:27 JL Isopropylbenzene <0.5 0.5 ug/1 EPA 524.2 5111101 14:27 JL p-Isopropyltoluene <0.5 0.5 ug/1 EPA 524.2 5111101 14:27 JL Naphthalene <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL n-Propylbenzene: <0.5 0.5 ug/1 EPA 524.2 5/11/01 14:27 JL sec-Burylbenzene <0.5 0.5 ug/l EPA 524.2 5111101 14:27 JL tert-Burylbenzene <0.5 0.5 ug/I EPA 524.2 5/11/01 14:27 JL 1,2,3-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 5111101 14:27 JL 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,2,4-Trimethy[benzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 5/11/01 14:27 JL Methyl Tertiary Butyl Ether <1 1 ug/l EPA 524.2 5/11/01 14:27 JL n-Hexane <10 10 ug/I EPA 524.2 5111101 14:27 JL SURROGATES RANGE EPA 524.2 5111101 14:27 JL 4-Bromofluorobenzene 113 80-120% EPA 524.2 5111101 14:27 JL 1.2-Dichlorobenzene-d4 100 80-120% EPA 524.2 5111101 14:27 JL t n \ i 508.428 6191 -filem -' -ustom soon „ ='-JL (_ es igns — —' � copyright O 2003 All Rights I ��i i—�I�,.� Reserved — �. — _ [�,i ►- T- 7' _ r-r-r-r-- I- - I JFF I, �! .... r- � � i T " - Pr7mrr;+, 01.11i ar.o by uc=.G'.re to t :_ use or !t�r:r �.�s;e men only. .Y I I Ell ' I i I i I c=-------- ----- S C/•LE � CITE —C4 508.429.6191 i cEevl i n --_----- - CCustom Lesigns copy.ight Q 2004 ? 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I i I` •\ I 5 ALE OPI .. . i !C ilr 508.428.6191 _.� nevi i n ' I Custom esigns Copyright I'7 2004 { --- —— -- -- �-- t--' - -- -- -- I - - All eights _ _ A3 f Pr—rn,ni: o--, a ayovts t�y uC D a,c fo, L,, ise of e„ ,::..omc+•, cn:y Ary othl cron Gnr I I j T 1 i I 1 I i - - � __—_ �/¢'`E(-�Y'- ... 508.428.6191 r IFL -[.=f.�1"iS�C.:EC.CeL� j Q V g f. --- = evIin Custom Gp' 4eEJtTROU' —qt=Tc yf �� 3ior� P�Y.NOJ �' -4i`� F 2�do� l.e-'�,U��� 4 o'esigns t 2�cs�.,�.r — copyright V 2004 -- I. . . . .. ... T I_ __ ___ __ .. ....._ .. _ All Rights � Re52rved Oj zI 49 � _ 9 4 ' "11,17 n:•ry plrn,. -11C of Inr.:r c�rstnn,er; only.Any ------------ SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 134.5' NOT TO SCALE) ., ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( PROVIDE INSPECTION PORT WITHIN " ARNE H. OJALA PE ACCESS COVER (WATERTIG+iT) TO 6 OF FINISH GRADE ENGINEER: �33.5' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM 131 .0 WITNESS: GLEN HARRINGTON, RS 2" DOUBLE WASHED PEASTONE\\ MARCH 20, 2001 •�~ RUN PIPE LEVEL DATE: � 131.5' FOR FIRST 2' 3' MAX. PERC. RATE _ < 5 MIN/INCH PROPOSED 1500 GALLON SEPTIC 130.75' 128.°' CLASS I SOILS P# ti 1 TANK (H- 10 ) GAS 127.60' 996" 0000 cl0c� o r� BAFFLE 127.77' �� 127.17' �] C] 0 Q 0 C3 [D E 4' AROUND LOCUS �10 ( M2 SLOPE) �6" CRUSHED STONE OR MECHANICAL Q 0 o z 0000 0 0 125.17 5 COMPACTION. (15.221 [21) $ 131 .5' � � MIN �� Q ELEV. � ,� DEPTH OF FLOW = 4 ( 10 % SLOPE) ( ' y SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 133.0 0 TEE SIZES: 0 0 INLET DEPTH — 10 14" LOCATION MAP NTS T DEPTH r �� OUTLET 3 3 1 FOUNDATION-- 16' SEPTIC TANK 30' D' BOX 14' LEACHING E E ASSESSORS MAP 89 PARCEL 13 FACILITY 6.67 FS FS ZONING DISTRICT: RF 911 10YR 6/1 91P 10YR 6/1 YARD SETBACKS: FRONT = 30' Bw Bw SIDE = 15' LS LS REAR = 15' 2.5Y 7 6 118.5 36" / 130.0' 36" 2.5Y 7/6 128 5' FLOOD ZONE: C 0 ,7 1 SFt 1�a BENCHMARK: CONCRETE 0 AC BOUND ELEV = 117.74 C C � 1 MED/COS MED/COS 2/5Y 8/3 2 5Y 8/3 ' ,z2 ^, 156 120.0 1.r,6 1 18.5 NOTES: NO GROUNDWATER ENCOUNTERED 1ze 129 1. DATUM IS APPROX. NGVD 13� 2. MUNICIPAL WATER IS NOT AVAII ARI F TH10 W RESERVE �• ;•Si u�S Li PIPS aITC`1-1 C �L 1 e" ;'LER ^vOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ,�. � ENVIRONMENTAL CODE TITLE V. ��• 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT O r TO BE USED FOR ANY OTHER PURPOSE. " W N 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT GARAGE PROP. DWELL. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 390 FROM BOARD OF HEALTH. TF 134EL 2 3 O o 00,' / 134 ry� ry� / LEGEND 1 TITLE 5 SITE PLAN PROPOSED SPOT ELEVATION OF 6.e LOT 2A AB EGALE SNOW ROAD c,' 14 / 100x0 EXISTING SPOT ELEVATION /- \ " PROP IN THE TOWN OF: WELL I , 10o PROPOSED CONTOUR (WEST) BARNSTABLE EXISTING CONTOUR 1 0 0 PREPARED FOR: TIM PEARSON/MARKWOOD CORP \ / s056' �\ 30 0 30 60 90 BOARD OF HEALTH BENCHMARK I� MA SCALE: 1 " = 30' DATE: DECEMBER 9 2003 CATCH BASIN UTILITY APPROVED DATE ' ELEV = 128.26' ,qe CLUSTER S/vELEC, TEL, CATV off 508-362-4541 O w fax 508 362-9880 RO,4D VZHOFAgS ?�`�' icy ��1H 6F Mq� down cape engineering, Inc. ��� ARNE H. GNa ARNE H. 9CyG � OJALA (� ZE o.IALA CIVIL ENGINEERS q o.26348 Cl L H .3 LAND SURVEYORS PE \o j 00— 109 2A 939 main st. yarmouth, ma ARNE OJALA, P. DATE TOP FNDN. AT EL. 134.5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ARNE H. OJALA, PE 33 ENGINEER: .5' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 131.0' GLEN HARRINGTON RS WITNESS. 2" DOUBLE WASHED PEASTONE\ MARCH 20, 2001 -I RUN PIPE LEVEL \: DATE: 131 .5' FOR FIRST 2' 3' MAX. PERC RATE _ < 5 MIN/INCH PROPOSED 1500 E . rr Ll - - - _ GALLON SEPTIC 130.75' 128.0' ( ti SOILS P# s TANK (H— 10 GAS �� 127.60' o a a a C= IO E3 ED CLASS Cm" sr. •:.: .. BAFFLE 127. � MIN o 127.17' C] p [� C� ED C� C7 0 4' AROUND LOCUS 77 r ( Z % SLOPE) �6" CRUSHED STONE OR MECHANICAL g g 0 0 M Cl M C3 Cj E1 C� / �►�� 4 COMPACTION. (15.221 121) MIN A$ 2' o O IO C7 IO 0 O = C3 0 125.17' C� ELEV. C ► ` rya �h°� DEPTH OF FLOW = ( 10 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 133.0' 0" 131 .5' TEE SIZES: INLET DEPTH = 10" 0 iR�s Q� 0 3 OUTLET DEPTH 14 " 3„ LOCATION MAP NTS FOUNDATION— 16' SEPTIC TANK 30' D' BOX 14' LEACHING E E FACILITY g 67' FS ASSESSORS MAP 89 PARCEL 13 FS ZONING DISTRICT: RF 9" 10YR 6/1 9„ 10YR 6/1 YARD SETBACKS: FRONT = 30' BW Bw SIDE = 15' LS LS REAR = 15' 0 118.5' 36" 2.5Y 7/6 130.0 36'. 2.5Y 7/6 128.5' FLOOD ZONE: C �7 ACSF± ,a - BENCHMARK: CONCRETE ---��g--_ BOUND ELEV = 117.74' C C MED/COS MED/COS 2/5Y 8/3 2/5Y 8/3 122 11 126 156" 120.0' 156" 118.5' t2' NO GROUNDWATER ENCOUNTERED NOTES: 12a .�29 �30 1. DATUM IS APPROX. NGVD ' TH 10 2. MUNICIPAL WATER IS NOT AVAII ARI F W RESERVE — —4 3. iviii;"UM PIPE PITCH i 0 RE 1/8" PER FOOT. f 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 T 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. rye. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ° TO BE USED FOR ANY OTHER PURPOSE. N � . 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT GARAGE PROP. DWELL. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TF = 134.5' �9 FROM BOARD OF HEALTH. 2p •o• op 3 0 134 / �A) -LEGEND TITLE 5 SITE PLAN 100.0 PROPOSED SPOT ELEVATION OF LOT 2A ABEGALE SNOW ROAD 100x0 EXISTING SPOT ELEVATION PROP S I H ,�o�� IN THE TOWN OF: WELL W / �� 11001PROPOSED CONTOUR (WEST) BARNSTABLE 1 oo EXISTING CONTOUR PREPARED FOR: TIM PEARSON/MARKWOOD CORP 1 \ p/ a°se• � Dh\ 0 30 60 90 BOARD OF HEALTH BENCHMARK I MA SCALE: 1 = 30 DATE: DECEMBER 9, 2003 CATCH BASIN �- UTILITY APPROVED DATE ' ELEV = 128.26' CLUSTER A8�'GigL c ELEC, TEL, CATV C SNOW off 508-362-4541 9880 vV R fox sos as2-9seo ROAD �vtN OF M,4Ss9 OF down cape engineering, Inc. moo? ARNE H. a o ARNE H.OJALA a CIVIL ENGINEERS R o.26348 o cIA�L 4 O,2634 LAND SURVEYORS Pe \0 GISTq \1 NAl _'� / O 00— 109 2A 939 main st. yarmouth, ma M ARNE OJALA, P. DATE