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HomeMy WebLinkAbout0029 DRUMBLE LANE - Health 29 DRUMBLE LANE; - T A=048.005.003 a�' AsBuilt Page 1 of 1 JUWN Vr bAKNY1'AkiLh ' LOCATION �� LV SEWAGE# �— T vitLAGE I"rAFS;c�cr� I!^/GL� ASSESSOR'S MA�P�&LOTS;-OC INSTALLER'S NAME&PHONE NO. RR,ft4- pr'j� `;�,,Iy:jf� SEPTIC TANK CAPACITY /..emu LEACHING FACILITY: (type) a' 6,4 NO.OF BEDROOMS-- BUILDER OR OWNERC, _ PERMTTDATE:_&-ac"qB COMPLIANCE DATE:_4 M22 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 2W feet of leaching facility) _ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I J t c ..4cit E G�a2 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=048005003&seq=1 7/13/2018 TOWN OF BARNS T ABLE ,��// LOCATION V011 � L� SE ►WAGE # —` VILLAGE S r F"l fCLA ASSESSOR'S MAP&LOT C1 N B-6 s,�i-d®3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY A00 LEACHING FACIL=: (type) NO.OF BEDROOMS_ BUILDER OR OWNER P PERMTTDATE: —.? " COMPLIANCE DATE: f C z 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 L 10 . w 15- M k � ��r --003 l� v� �. e: 00, o. Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Ye_ / /64 PUBLIC"HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS U 2pplication for jotow5al *patent Construction 30ermit lication fora Permit to Construct Re air )Upgrade( Abandon ❑Com lete System ❑Individual Components q� PP � P ( ) Pg ( )Abandon( ) P Y P Location Address or Loot No. 'b kU M h1LC ,L404G Owner's Name,Address and Tel.No. ! .d Assessor's Map/Parcel �, Installer's Name,Address,and Tel.No. Designer's Krne,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 2�1sq.ft. Garbage Grinder( ) Other Type of Building G1z�0P &'No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow S � gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil j8q 3 CA—!3 4D 0 A> S f 72F 4Z 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 C a d n o ace 7 em' peration until a Certifi- cate of Compliance has been issu is Boar4 of H Signed 001iftoxx Date Application Approved by Date Application Disapproved for t a fol owing reasons Permit No. Date Issued -003 ePUE THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes LIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS - 01ppYication for �igozar *pgtem Construction Permit Application for a Permit to Construct(Repair( ' )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Q D k M Z ��}� Owner's Name,Address and Tel.No. Cf *' M Assessor's Map/Parcel ^ �8 /-_T S 3 3� Q t SCt7LJ� /-�/4L �� .•��'��G` � Installer's Name,Address,and Tel.No. 6-/ /l/ 9 yarr Designer's e,Address and Tel.No. , /� Aj 2// ♦�G ORO ��, gA.J�u/cI4 • Type of.Building: _r- Dwelling No.of Bedrooms �+ Lot Size 7% -�sq:ft.- i Garbage Grinder Other Type of Building UDO y ? -'_No. of Persons '-Showers( )'' 'Cafeteria Other Fixtures Design Flow 1 g gallons per day. Calculated daily flow � �J ga11'ons. f Plan Date Number of sheets �^^'' Revision Date e . Title , ► Size of Septic Tank Type of S.A.S. Description of Soil S' �. /� - ©� / 7 Z 0 $ r 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 C anrd n to ace em' operation until a Certifi- cate of Compliance has been issue4,b. tbis Boar I of H alth. Signed Y Date APPlication Approved by 04_ _ 1 Date" Application Disapproved for the following reasons Permit No. Y �1�5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY;that the On-site Sewage Disposal System Constructed yRepaired( )Upgraded( ) Abandoned( )by i at h constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Dig;pogar *p5tem Construction Permit Permission is hereby gr nted to ons ct /�epair( ) ade A• non( ) ,,/0 � ► System located at C, l '' �l ` 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 must be completed within three years of the date of this permit. Date: Approved by t, ASSESSOR§MAP NO;.0 51 , y — � PARCEL NO: _� K�-- No. Fee-�`-- --��-- BOARD OF HEALTH TOWN OF BARNSTABLE Zipplication-*rVell Congtructionj3ermit Application is hereby made for a permit to Construct (A-l'Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel _ — -- � /� `` Owner, / Address f`1 G �I _ �!� i s ,b D �'�® Al-'t f� .EL K -��=U" �` =- -- - �------------ = x —--------------- - -- -- Installer — Driller Address Type of Building Dwelling---------------------------------------------------------- Other - Type of Building----------------------------- No. of Persons---------------------------___—___________ Type of Well to ( �-- -- =��-----—---- Capacity--------------------- - - —- — --— Purpose of Well--JO� ts /_�--___- l e_!_-- 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 f/Cmpliance has been issued by the Board of Health. Rif Signed -- --------——- --- -- — date Application Approved By ate Application Disapproved for the following reasons:----------------------------------------—__________—__—-- --------------------------------------- ------------------- date Permit No. � " -- Issued-- "'� --- —------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS BOCEIFY, That/lye Individual Well Constructed ( Altered ( ), or Repaired ( ) ----------------------------------------------------- �' /� Installer — — at -- �_3•` 07i �� 4 � _ __ 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. Dated '7 7�- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------— - ---- Inspector--------- - - -- —------- F.' .s.a,..'1. �;,.. -'�... » -.•r•wt,n, r . ..»��a•...T'vy;,Ma:. ;.»"4, z"" �r'«.w.�.,--""`-^ ��f °'Y...r �.•'a,..... -.-.r..-�-. �, .� -_ .- .. •,` _--»;,-j �.......�•-b -'. � ens `=�' � 1 •m. t No i_l BOARD OF HEALTH TOWN OF BARNSTABLE ;; application, for well ngtruction Permit Application' is er/eby made for a;genmit to` ,ConstructDt ( Alterl( )',;of Repair (p)an individual Well at: Locate� Addres's v ;r3 Assessors Map and Parcel } l ::A,. Owner .9c„ s� .' " 1 1� � — Address j tier ,o, . d o �_ - - - - y Installer - Driller Address . Type of Building I Dwelling --- ----------------- ------ -------- ---------- Other - Type of Building--- ----------------- No. of Persons-------------------------------------- � f k Type of Well—� +_n`)� -- —--- --------- Capacity-------------------------------------------- — Purpose of Welloit,tcS /� -- � —'— --- 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 Cerfificat/6 f`-Q6Tpliance has been issued by the Board.of H'ealih. - .Signed -- --------------------.---------- _— h.y/-`-------- date f Application Approved Byate - Application Disapproved for the following reasons:---------- --=---------------------------------------- --- - date Permit No. vli -_ "` '..... . ..,. .ram+i*re,e•m�..t,eri��e..�.g:ere-a.ci�.a,.,o-:+aa:::+.�i.nw«w:na i411i16'i SiCi!'iRiQi6li0:d?eaf� ��iei A�i0i4i91 i4 �,i�lili'i46WliPi@ilitiRiltill.54rSo;.l9il.ASi4.e93Glf:WiSifYSl4i6iAi+i!s'. - BOARD OF HEALTH L» �l TOWN OF BARNSTABLE C ertif irate Of Compliances f� THIS IS LO CE TIFY, That a Individual Well Constructed Altered( ), or Repaired ( ) C.G'^� ( a by------ ------ -------- '°"'—`----------------------------- -------- -------- ---- Installer 3 8su �I , � has been installed in accordance with the provisions of the Town of Barnstable Boa>>rd of Health Private Well P>iotection. Regulation -as described in the application for Well Construction Permit No.ke- � Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL F SYSTEM WILL FUNCTION SATISFACTORY. t, DATE-------- —= -=— Inspector-- --- —- - ------------ a�i�i4i�S!!'iti7i4�iO:1ilitititil:li,l:eiliOili�lfllilitili!ili4i9i,Bitsllri!r/BtiPi@i9i!iTipiili4iSiSARili@iQi404i,1i�.4.i1ri9iliv�i4i'!i Si?it�Ti4ilili�ri9i!•i!�i!'i►i�'iTilAliS'iQi9iifu� BOARD OF HEALTH TOWN OF BARNSTABLE lVell Construction permit JI No. Fee- `5-) Permission ishereby granted" to Construct (✓_): Alfer� ), or Re aii,(`I lin Individual Well at: No. Ale r Street as shown on the a plication for a Well Construction'Permit q No•- Dated-— - — --------------------- - Board of Health DATE TOWN OF BARNSTABLE LOCATION _ (Im ry-,4— LV SEWAGE# VILLAGE !')'1 �'S'�: 1� !"ILLS ASSESSOR'S MAP-& LOT J -• u� -Oe, INSTALLER'S NAME&t PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type)NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: f.-?6" 29 COMPLIANCE DATE: M 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 � erg CP In 00 . D w 00 PROPOSED pp N Z L dt L 0 28.0' 6.3' 9 Z o rt c�v EXISTING HODS[ Nr --- —_ 28.0' DE-- TAIL GARAGE DIMENSIONS NOT TO SCALE in N u7 i I GRAVEL DRIVEWAY Z BRS (F,ND) SEPTiC SYSTEM LOCATION FRAM Q Lu BOARD OF HEALTH RECORDS _._.I + . 291.35' co S 51'34'32" E W .n ...� �n z 'oo o so l zoo YN, � � 400 Cif _ t IN-FEET -- — N' 9RB (FND) OFFSETS TO PROPERTY LINES FROM 'roof{. SITE PLAN PROPOSED GARAGE _ PROPpS�D CARAvE LOT AREA: 6.5±AC. 29 DRUMBLE Lq E ASSESSORS MAP NUMBER. 48 LOT 5-3 t10FMgs BARNSTABLE, MASSACHUSETTS PLAN REFERENCE: PLAN BOOK 440 PAGE s PLAN DATE: JUNE 23. 1987 � DAVtp scacE: i- _ goo' DA T�: 7/27/-O5 a co 0 No.3 9403 co DAV)D C. THULIN, PE PLS � ��sQ'�, 21i MfLL ROAD s EAST SANDWICH, MASSACHUSETTS 02537 (508) 888-2345 FAX (508) 888-7259 PREP. FDR• ci c -- £NVIROTBCALABORATORIES, INC. HA CERT. NO.:H-H � Ii3 449 RTC 130 SANDWICH, HA 02563 508(696-6460) 1 800-339-6460 FAX(506)888-6446 CLIENT. Jim Ellis LOCATION: 3 Drumble Lane ADDRESS: 35 Discovery Hill Rd. Marstons Mills, MA Sandwich, MA 02537 COLLECTED BY. DA Scannell SAMPLE DATE: 8-3-98/8-7-98* SAMPLE TIME: 3:OOPM WATER SAMPLE TYPE: New Well DATE RECEIVED: 8-3-98/8-7-98* LAB I.D. #: 988023/988141 WELL SPECS.: 43' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0* 9222 B 8-7-98* pH pH units 6.5-8.5 5.61 4500 H+ 8/3/98 Conductance umhos/cm 500 184 120.1 8/3/98 Nitrate-N/Nitrite-N mg/L 10.0 8.20 4500-NO3 E 8/3/98 Sodium mg/L 28.0 18.9 200.7 8/4/98 Iron mg/L 0.3 0.68 200.7 8/4/98 Manganese mg/L 0.05 0.203 200.7 8/4/98 Volatile Organics ug/L See Report. ND EPA 502.2 8/10/98 *Retest Performed. ND=None Detected COMMENTS: Low pH indicates high corrosive characteristics. Nitrate level should be monitored periodically. Iron level is not a health hazard, but may cause taste and staining problems. Manganese is not a health hazard, but may cause aesthetic problems. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date 9 >=greater than Ron Id J. Saari TNTC=too numerous to count Laboratory Dire or r Page 2 TOXIKON CORP. REPORT Work Order # 98-08-065 Received: 08/05/98 Results by Sample SAMPLE ID 988023 FRACTION 01A TEST CODE 502 2 NAME VOC IN H2O BY PURGE & TRAP Date & Time Collected 08/03/98 Category WATER Dichlorodifluoromethane ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Chloromethane ND 0.50 1,1-Dichloropropene ND 0.50 Vinyl Chloride ND 0.50 Bromoform ND 0.50 Bromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Chloroethane ND 0.50 1,2,3-Trichloropropane ND 0.50 Trichlorofluoromethane NO 0.50 Bromobenzene NO 0.50 1,1-Dichloroethene ND 0.50 2-ChLorotoluene NO 0.50 Methylene Chloride ND 0.50 4-ChLorotoluene NO 0.50 trans-1,2-Dichloroethene ND 0.50 1,3-Dichlorobenzene NO 0.50 1,1-Dichloroethane ND 0.50 1,4-Dichlorobenzene NO 0.50 cis-1,2-Dichloroethene ND 0.50 1,2-Dichlorobenzene NO 0.50 2,2-Dichloropropane ND 0.50 1,2-Dibromo-3-Chloropropane NO 0.50 Chloroform ND 0.50 1,2,4-Trichlorobenzene NO 0.50 Bromochloromethane ND 0.50 Hexachlorobutadiene NO 0.50 1,1,1-Trichloroethane ND 0.50 1,2,3-Trichlorobenzene NO 0.50 1,1-Dichloropropene ND 0.50 Benzene ND 0.50 Carbon Tetrachloride NO 0.50 Toluene ND 0.50 1,2-Dichloroethane ND 0.50 Ethylbenzene ND 0.50 Trichloroethene ND 0.50 m-Xylene ND 0.50 1,2-Dichloropropane ND 0.50 p-Xylene NO 0.50 Bromodichloromethane ND 0.50 o-Xylene NO 0.50 Dibromomethane NO 0.50 Styrene NO 0.50 cis-1,3-Dichloropropene ND 0.50 Isopropylbenzene NO 0.50 trans-1,3-Dichloropropene ND 0.50 n-Propylbenzene ND 0.50 1,1,2-Trichloroethane ND 0.50 .1,3,5-Trimethylbenzene NO 0.50 1,3-Dichloropropane ND 0.50 tert-Butylbenzene NO 0.50 Tetrachloroethene ND 0.50 1,2,4-Trimethylbenzene NO 0.50 Dibromochloromethane ND 0.50 sec-Butylbenzene NO 0.50 1,2-Dibromoethane ND 0.50 p-lsopropyltoluene ND 0.50 Chlorobenzene ND 0.50 n-Butylbenzene ND 0.50 Napthalene ND 0.50 Notes and Definitions for this Report: DATE RUN 08/10/98 ANALYST XL INSTRUMENT B UNITS ua/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMITS f Page 3 TOXIKON CORP. REPORT Work Order # 98-08-065 Received: 08/05/98 Test Methodology TEST CODE 502 2 NAME VOC IN H2O BY PURGE 8 TRAP EPA METHOD: 502.2 Volatile Halogenated Organic Compounds in Water by Purge and Trap Gas Chromatography. Rev 2.0. REFERENCE: Methods for the Determination of Organic Compounds in Drinking Water. EPA/600/4-88-039. December 1988 Department of Health,Safety,and Environmental Services ._ Public Health Division Date d 367 Main Street,Hyannis MA 02601 Q. I sARMANMTime Feepd, 161 Date Scheduled • Suitability essmnt or Sewage Disposal t Soil Ass f / C i Witnessed By: , ''^ r ��' e Performed By: LOCATION & GENERAL INFOI21ViATION Owner's Name Location Address '2 ry tM b �- 3 S b1sGOVts1 IA,LL (1 t�( d Address e,5-A"O Jrcu,IMA oe.Sb,'9 U 77 Assessor's Map/Parcel: Q Engineer's Name .. 0.�/t U I 1 r1 NEW CONSTRUCTION REPAIR Telephone A \ / . _: �, Slopes.,(%) Surface Stones Land Use „ . moo'R "ft' Drinking Water Well Distances from: Open Water Body Oo ft Possible Wet Are t�i L1 ft Props rty Line ( D R Oar nt•p, ft Drainage Way 5 1 locate wetlands In proximity to holes) treat name,dimensions of lot,exact locations of test holes dt Qerc tesLt, SKETCH:(s J . z 1 i I 1 17&1* 1 at qv - t Depth to Bedrock 11 Al rC : Ib Parent material(geologic) Weeping ftom Pit Face Depth to Groundwater: Standing Water in Hole: Estimated Seasonal High Groundwater bETERIVIINATION 'OI2 SEASON A'HIGH WATER f� I,E �,�� o bse.�J In. Method Used: tn. Depth to soil mottles: ft Depth Observed s�dlng n obs.hole: in. Groundwater Adjustment Depth to weeping from side of obs.hole: Adj.factor Adj.Groundwater Level Reading Date: Index Well level...--__ Index Well ll_�.._._ • ' PERCOLATION TEST '' " '`ti�ti; • Irxe Observation } Z. Time at 9" Hole N — n�>< Time at 6"_ _._--- Depth of Perc _SZ- Time t9"•6'7 -- Start Pre-soak Time® 0—� �- ••�� Q��. End Pre-soak ll MtaSt1✓tGr/ � 2 tMll't,�lr{ Rate Min./Inch �oT —' Site Failed: Additional Testing Needed(Y" Site Suitability Assessment: Site Passed Original: Public Health Division Observation Hole Data ToBe'Completed on Back—� Copy: Applicant L0 hole#_L iIUIT, Uther �)1�iLls ()Ijsl'ljV/�I lUoil 'fesnit Soil Color Mottling (Structure.Stones,douldercs. I)cplh from Soilllorizun (USDA) (Munsell) Surface(in.) G r _, boa 7 to � rams o r GAG � J cz fu J 6 � • Lk C- Solt other >urrl' ouscRVATIOv 0>V� L.,� Soil Color Mottling (Structure.Stones,douldercs. Soil 1 exlure (Munsell) I)epth from Soil Ilorizon (USDA) Surface(In;) Gm a+ 6a o 2 rr z C.oOi� >urrY OlIsERVATION "OL IL ' Solt other Soil 7ext„re Mottling (Slnrclure,Slones,douldercs. [),pill from SoilIlorizon (USDA) (Munsell) Surfnce(in.) �['IOIV 1tOLC LOG Role llrrl' OI3SC1tVA soil other Soil Color Mottling (Stn1clure,Slones,doulderes. Soil Ilorizon Soil'fexture (Munsell) I)cplh from (USDA) Surfnce(in.) r , Above 300 year flood boundary No Yes, within 500 year boundary No— Yes — Within I oo year hood boundary No— Yes — u I� n..�rrrrin Cervlous�� ing pervious material exist i Does a soil absorption sy n all-areas observed throughout the t least four feet of naturally occur em? area proposed for fife lal?,�,�-- if not,what is the depth of naturally occurring pervious m I certify thnt on dJ t date 1 have passed the soil evaluator examination a " veo by th bcpartm ent of E Environmental Protection and that the above analysis was performed me co i ent l to .,____....�...,1 Iraininv.exl�rrtise and experience described In 310 CMR q LOCUS O CN PROPOSED DRIVEWAY °"� � 0 W cn oo RUMBLE LANE DO Do / RACE LANE LLJ 2" 5 \ e U — J \ 1500 GALLON SEPTIC TANK Bo �� POPo Q U Q _Z a TOWN OF BARNSTABLE (CONSERVATION) \� DIST BOX RESERVE Q U O STREET ( RD 'wDo- CC z N o SAS - 3 TRENCHES Q a I EXISTING WOODS ROAD I 6 - ( ( 88 00.2 l - N 2'D X SW X 35'LDNG 5; DO I o Cc USGS - SANDWICH QUAD Q N w o 2000 0 10DO 2D00 4000 ( _ 16.p' PROP. / 5 BEDRROM — ~ J J a Cal HOUSE 2p = _ _ o / I 100— �F� 703.0 P J LEGEND 35.6 2 EXISTING CONTOUR / 1/ 102� Q PROPOSED CONTOUR AT 1 0 IN 1 PROP. TR EE SHRUB LINE 52 0 ( 1 ( X 70.2 EXISTING SPOT ELEVATION o 70.2 PROPOSED SPOT ELEVATION N PT Uj Li TEST PIT/PERC TEST o \ / W WATER SERVICE r � co �o x 100.4 I f( TO< `�� UTILITY POLE o a o oz °' uj �S ® } N w \ WELL a L° _ /Q H m Z W N V) O 0 2 W U -5 O Q_ ,\ � U O In N ( � x 1004 ( SITE DATA W ( r z � LOCUS IS LOT 3 BARNSTABLE REGISTRY Q V PLAN BOOK 440 PAGE 82 z J { ( a BARNSTABLE ASSESSORS MAP 48 w W cr)z wzQ I { I ( LOT 5-3 � .j{ p cn cn w { { / M 'o 5iw { / PROPOSED WELL f( TOTAL LOT AREA 6.50 ACRES o Q o 1 SEE SHEET 2 FOR LOT LAYOUT � �a ZONING: RF Of o uJ FRONT YARD SETBACK 30FT O atf OF SIDE/REAR YARD 15FT nn 0 m o} 30 0 15 30 60 120 �H OFMiQs+s �P��N- MASS'q [if Lj DAVID 9 DAVID °y TOPOGRAPY AND DETAIL FROM FIELD z00: o ` a C. C. N. SURVEY 3/28/98 N Q m ( IN FEET ) - s THULIN � ULIN � o 1 inch = 30 f No•29, 6 0.39403 ` 9 C W O `" M �I P" �SURv� 98-010 SHEET 1 OF 2 RESERVE r�1 In rn N U-) ( - - - - - - - - - - - I r ` e� O \ - - - - - - - - - - - - - Q�� Lli I f,•o (n 00 Do a- . TOWN OF BARNSTABLE i-w CONSERVATION FIN. GRADE Z i o DIST. BOX ( - - - - - - - - - - - - � 883.7' Q - - _ _ _ _ _ 2" D. PEASTONE `J `�' �� PROPOSED HOUSE c 2' LEVEL PIPE x ci _ < N a 4" PERF. SCH40 PVC W f- `� 9,0 LOT 1 LOT 2 2�� 4" SCH40 PVC ( O 3.0 3.0' �F` LOT 3 00 U o - - - - - - - - - - - Q1 3/4" - 1 1/2' DBL WASHED STONE c N EFFECTIVE DEPTH DRUMBLE LANE J N co 812.3' Q � Cc 35.0' o TOWN OF BARNSTABLE O cv w o CONSERVATION In SOIL ABSORPTION SYSTEM DETAIL SECTION THRU TRENCHES - N TS NTS SEPTIC SYSTEM DESIGN DATA I SEWAGE FLOW ESTIMATE SOURCE UNITS GPD/UNIT QTY GPD COMMENT GENERAL NOTES SINGLE FAMILY RESIDENCE I BEDROOM 1 110 5 1 5501 310 CMR 15.203 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN 6. REMOVE ALL UNSUITABLE SOIL. A, B, Cl AND C2 1. ALL MATERIALS AND OVISTRUCTON METHODS SHALL ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 HORIZONS FROM BELOW THE SAS INVERT ELEVATIONS TOTAL ESTIMATED PEAK DAY FLOW 550 CONFORM TO THE PROVISIONS N THE COMMONWEALTH HOURS PRIOR TO ANY EXCAVATION FOR THIS AND WITHIN 5 FEET OF THE PROPOSED LEACHING SEPTIC TANK OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. PROJECT WORK. THE CONTRACTOR SHALL MAKE THE SYSTEM. REPLACE WITH CLEAN SAND FILL MEETING NO GARBAGE GRINDER I . REQUIRED NOTIFICATION TO DIG SAFE (1-800-322- Z 2 EXCEPT AS OTHERWISE NOTED. ALL PROPOSED THE REQUIREMENTS OF 310CMR 15.255. O TOTAL FLOW X DET. TIME = 550 GPD X 2.0 DAYS = 1100 USE 1500 GALLON TANK SEPTIC SYSTEM PIPING SHALL BE 4- ' SCH40 4844) FOR VERIFICATION OF LOCATIONS c PVC SET TO THE LINE AND INVERT ELEVATIONS > LEACHING FACILITY SHOWN. THE MINIMUM PITCH OF PIPES CARRYING 5 1 SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH . CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON LEACHING TRENCHES LEACHING AREA CAPACITY INCH PER FOOT IF NOT OTHERWISE NOTED. THIS PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF BARNSTABLE HEALTH AGENT. NO PART OF �'(NOFMgs �-(NOFMgs N0. LENGTH WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL 3, PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE �P Sq �GP Sq O (ft) (fi) (ft) (sf) (sf) (gpd) (gpd) (gpd) DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL INACCESSIBLE UNTIL INSPECTED AND APPROVED BY f� DAVID �y �� DAVID oy r F co 3 35 3.0 2.0 152 105 337 233 570 OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT THE HEALTH AGENT. THE CONTRACTOR SHALL O C. G O C. C~J v1 U O m h+ FORM THE TOWN OF BARNSTABLE BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED. HULIN m o a o Z cr' wl THULIN -+ -, In D1 PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 p 0.29976 - j v No.39403 co a tD w m Z Q w OFESS �jj��' STEP < N ¢ Z o. SOIL TEST DATA DATE: 4/1/98 M EXCAVATOR: BOUSFIELD Lu Q o IDS B.O.H. AGENT: G. DUNNING (BARNSTABLE) P-9131 z TOP FOUNDA ION 103.0o ENGINEER: DAVID C. THULIN, PE d RES. RISER AND ONC. COVERT WITHIN 6' 0 LOCATION: TP-1 V) ELEV. DEPTH Z _J FIN. GRADE POP. FINISH GR DE EXISTING GRADE. LOCATION: TP2 J = 101.0 0.0 FILL LOAMY SAND 7.5YR4/6 ELEV. DEPTH FILL - LOAMY SAND J J 3 100 - - - - - - - - - - - - - - - - - - - - - 100.5 0.5 100.5 0.0 Jp Cl 7. 98.90 98.7 2.3 LOAMY SAND 7..5YR2/3 99.2 1.3 Cl (FILL) /3 Fw- O N U) I,� OP EFFX7777 . DEPTH 97,06 C2 POCKETS OF BLACK COATED V) F-- W 98.74 7go-49 v c 7.63 we 96.7 . 4.3 POCKETS OF LAYERED BLE CK COATED 0 N p� 97.0 3.5 RSE SAND AND GRAVEL O_ Q s .ozo 97.23 MED. SAND IDYR6 4 Q 97.46 o.M 95.7 5.3 COARSE SAND AND GRAVEL pERC 2 MIN./IN / �J O 95 MED. SAND t0YR6/4 95.5 5.0 O 0 s-aozo BOT. EFF. 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I c Ii----- ----------------t I 1 I ' I 1 I I LOAD BEARING r4ALL b i .• r ————————————— ' I I 5W PIKE RATED TYPE i I 1 I —————— i G LEILING58 WALLS 2 14'LVL ND ONO i I I4-1-00MCRETE FLOOR i "6-> •clog.VtKr. I 1 UNFINI5HED 5TORAOE 1 s i GARAGE _ I I o —4.000c MIN.NOTE:SLOPE -q---i- - -—;-—-I-t aa'x 27-11"-- -—'- - Fr § 1 23•a•x 72'-1 r c 4 _ I }—-Oa_.-—-TITICIP 12-1pAR.SLAB 2 degrees' -—-_'Z I _ IS A^ v. § I I I ( RA oFw Hrwr p a l GARAGE I 1 i I I i DerEcr.R ' I I 27-8•x 27-W I I I 6 • I ❑I I I I I I - I I I I I r DROP FORMSTOFO i I 1 0 1 t FOR DOOR 1 I I t 1 • r r 2" --5'-T S-Yb'-1P -------------- --I I- Ie-3'O-►}�7-b' 2Dd 4'O 24'-0• ' lw-e 24'-W _ 24•-0' FIRST FLOOR PLAN FOUNDATION PLAN SECOND FLOOR PLAN 108 sq ft D 1137 sq ft s 615 5q ft g® SCALE ® sCALe 0 1 s ® SCALE •. .. WINDOW SCHEDULE LOOR SIZE DIMENSIONS WIDTH HEIGHT R/O DESCRIPTION HEADER CODE MANUFACTURER F 0 12310 2TX20" 21 20• 12BX21112 - AWNING 2X4X31 2 DECK '� DN 1 1 2b35 2115I0X40 7/0" 30" 41' 30 SIBX40118 DOUBLE HUNG 2XIOX93 5/8 2 TW2432 ANDERSEN 3•-2"x4%1• 4• 1 1 2649 295/WX5b 7/8" 90" 57' 305/8X561/8 DOUBLE HUNG 2XIOX335/0(2) TIN2446 - ANDERSEN 1 8010 9b"X12' %• 12' 97X13 112 FIXED GLASS 2X3X100(2) " 2 202D 24•X24• 24• 24" 36X257/2. AWNING 2X12X39(2) L BE w 1 2 2020 24"X24' 24' 24" 3bX251/2 AWNING 2X6X39 2 2641 295/8"X487/0" 90" 49" 305/BX467/8 DOUBLE HUNG 2X0WWS 2) TM4310 ANDERSEN B• IR RA ED ' - - 2649 :95WX567/8" 30" 57 305/8X561/8 DOUBLE HUNG 2X&X33515(2) TW244b ANDERSEN C s 2 2631 295/8'X3671V 30" 97- 305/8X36718 DOUBLE HUNG 2X0035/8 2 TW24210 ANDER5EN - _ - I "A x -t. 1 UNFIN15HED STORAGE DOOR SCHEDULE I ix, 14-0'x 27-11 -- NUMBER GTY FLOOR 51ZE DIMENSIONS WIDTH HEIGHT RIO DESCRIPTION HEADER THICKNE 5 ' 1 1 DOt 1 1 16070 19ZX84" 192' 84 193XB5 V2 GARAGE•PANEL 2X72X799 2 1 514 Q I D02 1 1 2668 30X80X1 3/0' 30• 80' 31X81 1/2 EXT.44-WOODGRAIN OAK WHITE 2X9X34 2 fill 003 1 1 30b8 3bX80X1 314- 36• 80• 37x87 1/2 EXT.9 LITE.2 PANEL zx7X40 2 1 3/4 ® 1 D04 1 1 3068 36X80X13/4• 36" 80- 3TX81112 EXT.9 LITE.2 PANEL 2X9X40 2 13(4 I o I I I 1 . I $ I I i 1 L 3i4e FLOORF' v MINO N•T•5• ��®� �� ���� �•�•ba1• DESIGNEDPOFt J/M&MEGELL/5 m� P�� � 19DRUM -15 HIULANE NOTE:The purchaser of these plans is responsible for compliance with all STATE and LOCAL Budding codes and ordinances. Neither MAR5rON5 MitlS,Ma o164e ALLEN B.05000D or participating Designers m be held responsible for the use of these scA a oATE p p g g p ALLEN B.OSGOOD C.P.S.D As sHorai MAaCH 2O0s DETACHED GARAGE drawings during construction. The purchaser is responsible to verify all elements of these puns for design, RESIDENTIAL DESIGNER 2b x 2a accuracy and sizes,with their builder,prior to start Of construction.NOTE PLANS ARE PROTECTED BY COPYRIGHT c 2005- STOCK PLANS-CUSTOM HOME5-ADDITIONS cOrrRxHlr ]oB5 Vf NG NO: OF HISTORICAL REPRODUCTIONS Ail RIGHTS RESERVED PO BOX 735 SANDWICH,MA 02563 PH 50"33-3530 USE OF THESE PlAN5YIRHOVT PEA-5ION IS PROHIBRTD