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HomeMy WebLinkAbout0365 HOLLIDGE HILL LANE - Health 365 Hdtfkige Hill Lane Marstons Mills TOWN OF BARNSTABLE, 12L LOCATION i���T, C SEWAGE # VILLAGE IL�l�t4lnh� ;CIS y ASSESSOR'S MAP &LOT gL' INSTALLER'S NAME&PHONE NO. TD!'1? JSEPTIC TANK CAPACITY_ LEACHING FACILITY: (type) srz 3�'XlO NO.'OF BEDROOMS BUILDER OR OWNER f PERMITDATE: G COMPLIANCE DATE: II 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 exists Feet on site or within 200 feet of leaching facility) --- Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Ij I I a� Ft TOWN OF BARNSTABLE V 11 IFL LOCATION J �OGAe //i/� L.xl9-c SEWAGE # -2003 Z7�t VILLAGE MArshh,1 Atlls ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. TOM hChd�C J// �SDb� 3�Z--IC50-31' SEPTIC TANK CAPACITY IJ20001 H—.2t9 !.� �c�X 3 LEACHING FACILITY: (type) ?i �fsiz �3D�XlD NO.OF BEDROOMS BUILDER OR OWNER 13101011,15, PERMITDATE: G COMPLIANCE DATE: II 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 it Furnished by i lva Koo cs r� No. � Fee v „y y v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Z(ppYication for Oizpaar *pgtem Construction Permit Apphcatiw for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) LR'Complete System ❑Individual Components Location Address or Lot No. -Z5' #d(L%Dro 6 #X t Lu Owner's Name,Address and Tel.No. �(��� S(Q-7� Assessor's Map cel 4by 0AV-7 VN L. A 4/OE U Installer's N e,Address,and Tel.No. 3 O Designer's Name,Address and Tel.No. -rd/fit aiJNF,c1 Y j6,1X-T64, lv�E f Type of Building: Dwelling No.of Bedrooms _ Lot Size gX,1Ut7 sq. ft. Garbage Grinder(Ala Other Type of Building M04h F/ ilk- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date /y , Number of sheets I Revision Date Title Size of Septic Tank 15019 a R'GLIO Type of S.A.S. Description of Soil C20 'q�& 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 t ce the system in operation until a Certifi- cate of Compliance has been issued of Holt Signed Date Application Approved by &Maw Date 61141 o 3 Application Disapproved or the following reasons Permit No. ?i '21 1 Date Issued C)3 "rf, ri Fee lot- No. THE COMMONWEALTH.° Yes OF MASSACHUSETTS Entered in computer:, X i. ,,q-� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Zl plicatton for mfi6pogal *pitem Congtruction Permit Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) lJ'Complete System ❑Individual Components Location Address or Lot No. 36 5 AOI L/D66 #/CC 1.-41 Owner's Name,Address and Tel.No. 7o I �q 3—S617�- Assessor's Map , ceI g(177►�by Jl g MAI L. A f/ME 7 r I Installer's Name,Address,and Tel.No. 3&a U! o Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size � sq.=ft. Garbage Grinder(A16 Other Type of Building Modh F/lAAff_ No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow - gallons. _ Plan Date Number of sheets Revision Date Title Size of Septic Tank /D©() a A L LU Al Type of S.A.S. Description of Soil 04 1404 AAW or V 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 11 is-B-oard of H alth-, Signed y� 1 r�� Date Application Approved by Date Co 2.4( 0 3 Application Disapproved for the following reasons A , Permit No. Date Issued 2 ti V 3 --------- THE COMMONWEALTH OF MASSACHUSETTS ��5-f OL e ( BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned(` )by 7d In KCAWfD� at -3 b5 HOLOP&E H tL C-- LAJ. M/`j45W V 5_ IN144-5 hqs been constructe" in 1 ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 `L dated � � Installer Designer The issuance of this pe t hall not be construed as a guarantee that the systemP b 'o a siEP-1. es, Date �0 3 Inspector I No. -- -- --------------------------Fee t/ 199 % THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH 1DIVISION,- BARNSTABLES MASSACHUSETTS Migpogal *ipgtem Congtruction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at 36�� f(��� ��� ` f//L. C Ln/, Ml;--� 7d�S (/S /44 1 4-LS a 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:Constru tion in st be completed within three years of the date of this pe i Date: Approved by 1, .�.-...,........ P. i EArVIR&rECHLABOX4TORIES,INC 111A CERT.NO.:M-MA 06-3 449 Rte. 130 Sandzsich, AM 02563 508(888-6460) 1-800-339-6460 .1-A.Y(508)888-6446 36 r CLIENT: Bayside Building LOCATION: Irstons Hoolidge Hill Lane ADDRESS: PO Box 95 Mills, MA Centerville, MA 02632 COLLECTED BY: DA Scannell SAMPLE DATE: 6/27/2003 SAMPLE TIME: 11:00AM WATER SAMPLE TYPE: New Well . DATE RECEIVED: 6/27/2003 LAB I.D. >t: 0306782 WELL SPECS.: 23' RESULTS OF ANALYSIS: Parameters ' Units Recommended Results Method Date Analyzed Limits Colitorm bacteria /100ml 0 0 9222 B 6/27/2003 pH pH units ...6.5-8.5 6-34 4500 H+ 6/27/2003 Conductance .. umhos/cm' 500 72 120.1 6/27/2003 Nitrate-N mg/L 10.0 < 0.01 300.0 6/27/2003 Nitrite-N mg/L 1.00 < 0.004 300.0 7/1/2003 Sodium mg/L 20.0 7.7 200.7 7/1/2003 Iron mg/L Q.3 0.2 200.7 7/i/2003 Manganese mg/L 1-0.05 0.009 200.7 7/1/2003 Volatile Organics ug/L See Report ND EPA 524.2 7/1/2003 ND =None Detected. COMMENTS:_ pH is below.recommended limit and may have corrosive characteristics. WATER MEETS EPA STANDARDS AND.JS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less,than >=greater than TNTC=too numerous to count Wit Date - . Ron Id J. Saari Laboratory Dire for � P °2 � P. e , GRQUIVDWATER ANALYTICAL "EPA Method 524-2 Volatile Organics by GUMS Field In: 0306782 i Laboratory ID: 62457-01 Project: 35 Hoolidge Hill Lane QC Batch ID: VM7-1237-%V Client: Envirotech Laboratories, 1ric. Sampled: 06-27-03 Container: 40 mL VOA Vial Received: 06-30-03 Preservation. HCI/Cool i ; Analyzed: 07-01-03 Matrix: Aqueous Dilution Factor. 1 Page: 1 of 2 CA5 Number• Analyte Concentration. Units:. .Reporting Limit 75-71-P Dichlorodifluoromethane 1 - BRL _ ug/L 0.5 74-87-3 Chloromethane BRL uj;`L __.0.5 75-01-4 Vinyl Chloride _ BRL ug/L 0.5 74-83-9 7, Bromornethane BRL ug/L 0.5 7 -00-3 ,..;. Chloroethane -----_--_-- BRL uglL U_5 -- 75-69-4 Trichlorufluorametnane BP.L - ug/L 0.5 75 354 1,1-Dichloroethene s ?` BRL ug/L 0.5 75-09-2 Methylene Chloride BRL ug/L 0.5 156-60-5 trans-1,2-Dichluruetlieiie BRL ug/L 0.5 1634.04-4 Methyl tern-butyl Ether(MTBE) - BRL ug/L 0.5 ug/L 0.5 75-34-3 1,1-Dichloroethane � BRL _ 5yU-20-7 2,2-Die loropropane BRL ug/L_ 0.5 156 59-2 'cis--I,2-Di chioroethene BKL ug/L 0.5 74-97_5 -- Brornochloromethane BRL ugf L 0.5 67-66-3 Chloroform ----_ BRL ug/L _- 0.5 - 71-55-6 1,1,1-Trichloroethane - BRL ug/L 0.5 _ 56-23-5 Carbon Tetrachloride 13RL ug/L 0.5 563-58-6 1,1-Dichloropropene i BRL ug/L 0.5 7115-2 Benzene 1. BRL ug/L 0.5 107-06-2 1,2-Dichloroethane - BRL ug/L 0.5 79-01-6 " : l'richloroethene BRL irg/1 0.5 78-137-5 - 1,2-Dichloropropane - BRL ug/L 0.5 74-95-3 17ibromomethane _---- BRL ug/L 0.5 75-27-4 Bromodi chi orometha ne BRL up(L 0.5 _- 10061-01-5 cis-1,3-Dichloropropene'__ BRL ug/L 0.5 lOB-88-3 Toluene BRL ug/L -0.5 10061-02 6 trans-1,3 Dichloropropenel BRL ug/L 0.5 79-00-5 1,1,2-Trichloroethane --- ---- BRL ufVL 127-1811 Tetrachloroethene BRL ug/L - 0.5 142-28-9 1,3-Dichloropropane -- BRL ug/L 0.5 - 124-48-1 nibromochloromethane i 13nL - ug/L 0.5 -- :106-934 1,2-Dibromoethane BRL ug/L 0-5 108-90-7 Chlorobenzene BRL ug/L 0.5 b30-20-6 1,1,1,2-TetrachloroethanP BRL ug/L _ 0.5 1001i1-4 Ethylbenzenc ! BRL ug/L - 0.5 108-38-3/10642-3 meta-Xylene and Para-XylVne BRL UWL - 0.5 95.47-6 ortho-Xylene - BRL _ U&IL _- 0.5 100-42-5 Styrene BRL ug/L 0.5 75-15.2: 'Bromoform BRL ug/L 0.5 98-82-8 150 propylbenzene BRL ug/L 0.5 108 86 1 Brornobenzene _ BRL - --- ug/L 0.5 .- 79-34-5 1,1,2,2-Tetrachloroethane;;. BRI ug/L 0.5 ' 1 1 22 Main Street, Buzzards Bay,MA 02532 Groundwater Analytical, Inc:, F .O_ Box _00, $ a 5 y, p. 3 GROUNDWATER ANALYT/CAL EPA My thod 524.2 (Continued) Volatile Organics by GC/MS Field ID: 0306782 Laboratury ID: 62457-01 Project: 35 Hoolidge Hill Lane CSC Batch ID: VW-1237-W Client: . Enviroteeh Laboratories, Inca! Sampled: 06-27-03. Container: 40 mL VOA Vial Received: 06-30-03 Preservation: HCI /Cool Analyzed: 07-01-03 Matrix: Aqueous Dilution factor: 1 Page: 2 of 2 77 CAS Number Analyle Concentration Units Reporting Limit; 96-18-4 1,2,3-Trichloropropane BRI._ ugh 0.5 _ 103-65-1 __ n-Propylbenzene _ _ BRL ug/L 0.5 — 95 49-8 _2-Chlorotoluene —-^ --_-- BRL_— _ 108-67-8,� 1,3,5-Trimethyibenzene BKL ug/L 0.5 106 43-4 �{hlorotoluene ---- -- BRL ug/L 0.5 68-066 _ tart-Butylbenzene _` _ BRL ugh 0.5 95-63-6 1,2,4Trimethylbenzene BRL 0.5 135-98 8 sec-Burylbenzene BRL u L 0.5 --- 541-73 1 1,3 Dichlorobenzene BRL ug/L OS 99-87-6 44sopropyttoluene BRL _ ug(L 0.5 10(;- 7 1,4-Dichloro _ BRL ug/L 0.5 — benzene -- — -- 5 95-50-1 1,2-Dichlorobenzene BR.L ug/L — 0.5 70451 8 n-Bulytbenzene -- — — - BRL ug/L 0.5 9&12-8 1,2-Dibromo-3_chinrrlpropa6l BRL ug/L 0.5 120-82-1 —1,2,4Trichiorobenzene BKL ug/L 0.5 87-68-3 Hexachlorobutadiene BRL uWL 0.5 91-20 3 Naphthalene ` - BRL 0.5 87-61-6 1,2,3.Trichlorobenzene BRL ugJl 0.5 QC Surrogate Compounds Recovery QC Limits 1,2-Dichlorobenzene-ds 9tl % --_ 70-130 % 4Bromoflirorobeniene i _ 95 % — 70-130 % Method Reference: Methods for the Determinatien'of Organic Compounds in Drinking Water,Supplement III,US EPA, EPA-600/R-93/131 (1995). wAethod Revision 4.0. Analytc list as derived from 40 C.F.R. 141.40 and 40 e.r.R. 141.61,and additional analyte M7BE. .Report Notations: BRL Indicates concentration,iif any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can�e reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilitnon and carnple size. i i Groundwater Analytical, Inc.; P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 No. --=- --- Fee----- =------------- BOARD OF HEALTH 41T TOWN OF BARNSTABLE aOO5 Zipp[tcation_*rVeli Congtru toon hermit A li lion is ereby made for a pe o onstruc ), Alter ( ), or Repair ( )an individual Well at: � _ - - -- -- L�ca inn — Addj��re)ss C j Assessors Map and Parcel — — — Ff — —/-- ---_ —— --- -- -- --- - - "' Wn Address Installer — Driller Address Type of Building Dwelling _—--- -- ——- - Other - Type of Building- -- ------- No. of Persons---- ------ - - Type of Well -- -- -- ---- - Capacity--- - - - --— ----- -—_- Purpose of Well--- -------------- 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 Compliance has been issued by the Board of Heal - Signed — - - — -- ---- B `� dat Application Approved By _ — PP � da Application Disapproved for the following reaso :----- -- ---- - ---- -- --------------- ----- ------- ----- date Permit No. ^� — Issued-- -date - -- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f COMPU nce THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) Installer at- -- -__—_------- —----------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health P bate Well Protection Regulation as described in the application for Well Construction Permit No ated-- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--___ —__-- Inspector----------------- — t ,r - Fee— -- --- -- - " BOARD OF HEALTH TOWN �. OF /BARNSTABLE', a005- Applitation1brWell CongtructionVermit ,j A li do s ereby made for a_pe i o onstr ct ), Alter ( ), o .Repair'( )anindividual Well at: - Location - Address ! /m % Assessors Map and Parcel - - � T"- w l , 9ne_ f ! — Address ---- __------"-- ------ -" � --------_-__--_____ installer - Driller Address. Type of Building F Dwelling Other - Type,of Building------- —- - No.;of Persons-------------------`' ------ Type of Well --- 'A Purpose of Well -— ------- -- • •N Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of--BarnsEable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until 'aa Certificate f Compliance has been issued by the Board of Heal rh. + Signed dat Application'Approved By =reaso datApplication.Disapproved for the follow -- ---------- -=--- ---------- ; date------ Permit No. — 0 -- Issued . date j t`w BOARD OF HEALTH TOWN OF BARNSTABLE t � C ertif irate Of Compliance THIS IS TOCE.RTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) ---�• ---------- — Installer-----------=------------ - ----- t'� -- a' A -ss at— -— —=------- — — ----— --- k 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 NotMkR ated----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED-AS A GUARANTEE THAT THE"WELL, SYSTEM WILL FUNCTION SATISFACTORY. " , DATE---- - Inspector=------ -- — yip .Y v...r-n..v w. r� .•---. .rt —T._.,..'a _.._:—'_.fw_.=..�.�r.. �—.�. w...� .+_.a �-xr.�.-_, _._.__ ..av_-.-.-.-w.-+�, ...__.._� _ P �,—..___�_-+...—j--..>.----1. ,.—.��1--_. �.--V-N'... i BOARD OF HEALTH ` TOWN OF BARNSTABLE E r Ivell Con$tructionVemit NOV- e� Ano---- ro Fee Permission is hereby grantedto Constr- t ( 1 er ( ), or ��( •) an I avidA-�-A ' al Well t• street as shown on the application for a Well Construction Permit No.-— — —_---_ Dat d-- — -- ------- ------------- Board of Health I DATE— , -- 'r l ru .7 mA t - J so Al. v9 . Y �1 7 YI W a �^ 7 �k ;90 y .z- �. l//Rs • e M y a,y u1 Ik r j. Cos I I y OF 46 "EPWWO IMDE11 THE OIRECTgN Of THE y ;,•: 9ARNSTASLE SOA11D Oi ASSESSORS 9 F 4`;•• <4: AVIS AIRMAP INC. d • scKE 1- YAEII -100 .' ACNUSETT$ CONNCCTIcur s r c. 11CK� 8 s3..a NO. TOWN OF BARNSTABLE DATE IKE OFFICE OF FEE I »ugrkn i BOARD OF HEALTH RECEIVED BY��''' Nut t f619• 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM ALL VARIANCES MUST BE SUBMITTED 'FIFTEEN (15) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. NAME OF APPLICANT ��nl l(eP ��i✓✓-�.(f (o���/fi��/�S TBL. NO.� ADDRESS OF APPLICANTS ��rJc✓C�5 � / �J �d� a�In��I�S'�/�/��l5 NAME OF OWNER OF PROPERTY SUBDIVISION NAME If J?Aa1-15 I41 LL DATE APPROVED (1 Z ASSESSORS MAP AND PARCEL NUMBER LOCATION OF REQUEST to 46ULIQGL� k�UL -P-0A7D S SIZE OF LOT y / SQ.FT WETLANDS WITHIN 200 FT.YES NO VA NCE FROM REGULATION(List Regulation) REASON FOR VARIANCE(May attach if more space is needed) ^ PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL r BRIAN R. GRADY, R.S. ff,;_ CHAIRMAN N SUSAN G. RASR, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE t F�. I !1 DECK m-a• w-d a 5'-4' ° B'-W � ._9 5=0• 6'-d• 6'-6• �6'-6• �l'�p7► {� 2d 6-6' 8=3• 7�• &-6• 7-6• '-9 rt TR 2R6-8 Crtl yf'' S`6• �,-�'` � PTD 296E-S Ica 72% ELLIPSE 7215 ELLIPSE 721a ELLIPSE P7D 2°dF-'! 9"7252 T2) PK3 (9 pICT OM 7= . J% or STUD SREAKFAS'T- 3 § i I III i I rr-2 va• P+'S 6462 PM acne "a tm �� Q III III III I I � 16 CI ----- III III III I i r ---------- I I eII Ltl� III III III � I11 III III a III II! I.II I ° ❑D IIGREAT ROOM IIII I --------- SUNROOM a 2IMS" II OAKtEPKA I I I O. ac (a I.I r' I I n•van, c0 I Tn LING ®C) Ppg 00 a� Q P 7• .MASTER IIIII III III aaeR_ Mmllj�I II III III i i ' 00 � ttLt - III III III K TGNEN q III III aNc _ _ n I11 III III ® ci do 0 ---- III III III 1 �17rtntmay ae o oM OFFICE RER, 3 FM O �Q FOYER DINING o \ UP --------------- PANTRY n �- KALX-IN CLOSET — I q a...................... QUO � I � a i / \ tu 11'-C V 77-6• Z ° 91.8 � O ° GARAGE 1 IV Z FIRST FLOOR PLAN i °L < SCALE: 1/4' • 1'-O' � k s s = > V � � I `j o f/ 5NEET AB t, f r77 .e I 1 D I I o� ❑ ® L J II Q OAK OAK OAK JF LOFT BEDROOM umm L LkcwLrm >� cm OAK opm To Gnuc 4 �. s ammo SECOND FLOOR PLAN \\\\\ SCALE: 114' V—O' \\ GAME ROOM \\\\\\ \ LU Z to LU SHEET A41 � JOB: 0266 lei MOM b t� go a PrB TRQ ------------- PF8 - FM CIF P- 18+It�2 n w I cl WAL.6 OUT BASEMENT I ----- -----J a cc� 30 s 4 El - Aa e SWOP/ STORAGE FAMILY ROOM EXERCISE �y �+----------- +------+-�+-------+-a--+---- +-----------+-�- I L_J L J L_J L_J L L_J 0 1& I UTILITY I \\ >\ m I I \ \ ------------J \\ \\ I STORAGE \ oL------------------� r----- ------------1 -y \ \ --------J L---------------------- 1 1 \ \ GARAG nr COWAAWSM SLAB \ \ \ \ Z uj ju Z CL SWEET u,�• �'b 34'-0' u'-6• 3/•P A5 FOUNDATION PLAN JOB: o2fo6 ` MARS TONS MILLS BENCHMARK HSE ASS LOT 13 TOP OF CONC. LANE BOUND ELEV-100(ASSUMED) x O E ;urs� C.B. LAKE \ SHURAEL \ \\ \ 1 C.B. L 2� C.B. B DGE OND i. N \\ o N78012 25 UT1r1T1e aR_�s 100 \ LOT 15 oBo \ \\ CA \ \ 96 74.7 C B. �\ ; VACANT LOCUS , \\\cm 173 \ �� o \ 39.2, DRIVE \� \ 10. \ to °w T? 2 LOCUS MAP i 60 0' 2.5 w\ \ 2.0�72, 10 '10 12.0' 8.0' 15" a o — — 94 PLAN REF. 265/68 j \ \ 0 RF �, ,� C j\ RES. ZONE.' � w — 92 FLOOD ZONE. 4, 00 ` ASSESSORS M4P 81 PAR. 14 i cn 5 U 92 16.0 \ 50. \ 4.0 a o 90 \ w 22 O GRADING WALL `� ® LEGEND T��L C.B. ` CA TCH XX X I M1 r — BASINS �YIELL o =-0�_�— 1 PROPOSED . 2 1p0•p SILTATION x FENCE �SS LOT �. EDGE OF WORK � p p`41N \A- a \ / L!M!T �cs / E EXISTING !\ \ \< AREA=44, 611�` S, F, \ \ o \ / PROJEC T L OCA TON POND � ` �° LOT 18 -- HOLLIDGE HILL LANE � 82 O,k � l NIARSTONS MILLS, MA. 4 / �tIA OF ,�� APPLICANT,- PA S USA N FLYNN ME�390. THE'4ii H /STERN°°���'® YAWEE SUR l/EY CONSUL TANTS II x 83 ASS, LOT 15 LAN P. O. BOX 265 I UNIT 5, 40H INDUSTRY ROAD — MARSTONS MILLS, MA. 02648 L WELL PH. (508)428-0055 - FA X(508)420-555J I GRAPHIC SCALE ABANDONED SCALE, FD UNDA,TION 1"=30� DA TE. 11/24/96 I30 0 15 30 _ 60 .. s ... 120 _ �EV. REV. 51107: Sh'EET 1:OF 2 ( IN FEE ) �' •T • M 1 h - .. ,.{'-,..:., ..' - ,. ._ ... .. •. -. _ r,... .w .. �:... c w-,. ., - ,. � ,+.. d'� Y _ _..ate. ca:.Si i. :,�"t'._ ;�:•�Z'...5."Y w„'s.� Yx In -.-+.a +fT.. ... !.... ... ., ..-. .' .. .. ....... .�...< Sir_. A.., '+a_..:...f., aL r W.. .. .. ..,. .... . _ .. ,a _ .. s. .. -' .. ._ $, � _,.__ �-.. ..» _k rvr*v w. r, ... .,. .. .. .... .. � ��: _: - ... .. .. ..: �rx i r .*. ..4 ..aCv. � a.... .3. 9.x - f Yy. e'.. ... .. .. .. ...: , �:.. ... ,. n .. �., � ,.r. .f., . s. ...x �` r ... .F.. .. � t`;w :S.S 1- � t:a r. _ .. 4 x. z Y. .. ..� .x_.,....- .,. -,,.., ', -� _ _. .. ax _ ..,w. ....., �... ..... ems. .Y.. ^C -x:e. ,n°,.,�9 $,.r i 's TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS I f 4"" SCHEDULE 40 P. V C. `MIN. PITCH 1/8 PER FT. 2"LAYER OF CONCRETE CO VER MAX i i� WASHED STONE EL.=96 4" CAST.IRON PIPE 1z i i PI PITCH /4 ' PERTT.M F I RISER CLEAN SAND 9" j FLOW LINE 20 MIN. 10' EL=90' INVERT iMIN. 14" ° —z 0' 00 Cl = = GAS IAT VER T LEVEL o ° BAFFLE — 2 �6' SUM o ° o o Cl _ = _ _ _ jo o °° °t INVERT EL.- 91 5 IN INVERT o ( 87.5 FL. = 91.5' --- EL.= 90.25' r�EL.=90 -- 4 ° 4 (TO BE PLACED ON FIRM BASE) DISTRIBUTION ION INVERT MECHANICALLY COMPACTED OR 6"' OF STONE EL.—�9-5' .. BOX --1500 __GALLONS TO BE WATER TESTED 35.5' TRENCH FORM ATI0 C TANK IF' MORE THAN ONE OUTLET �1' SF�'PTI PLACE ON 6" STONE �j 3/4" TO 1-1/2" SOIL ABSORPTIO_V PROFILE OF WASHED STONE S YSTEM (SA S) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. =_82 NOT TO SCALE NO OBSERVED WATER TABLE (919196) ELE11'=__82_ OBSERVATION HOLE 2 ELE[ =_95 OBSERVATION HOLE 1 ELE V=_—3-- PERCOLATION RATE -�5- MIAT I INCH _= T 42'= IATCHE.5 t7 DEPTH HORIZ TEXTURE i COLOR MOTT. OTHER DEPTH I HORIZ TEXTURE ( COLOR MOTT OTHER { 0-6" O/E ORGANIC I0YR3-2 0-6" O/E ORGANIC IOYR3-2 ; i 6"-36" B SILT & CLAY I0YR6-3 6"-30" B SILTY & CLAY 10YR6-3 j 36"-132 Cl MED.COARSE 10 YR6-6 30"-132 ' Cl MED. COARSE 10 YR6-6, i PERK. i GENERAL NO TESSAND SAND E 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _BARNSTABLE__ RULES AND NO WATER NO WATER REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" BRUCE MURPHY , R.S c 9 9 96 SOIL TEST DONE BY 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE O F SOIL TEST / / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: ED BARRY 10 FT. OF DRIVES OR PARKING. AREAS. H-20 LOADING SHALL BE DESIGN CALCULA TIONS.w USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. P # 8779 ; 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 4 BE MORTERED IN PLACE. INSTALL THREE (3) ACME GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINA TION HAS BEEN MADE AS TO COMPLIANCE WITH 500 GALLON LEACHING TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO CHAMBERS WITH FOUR FEET ( 440 _GAL./BR./DAY x _4_— BR.) GALIDA Y STONE SIDES AND ENDS OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. SPACED ONE FOOT APART. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR FIRST ACME UNIT TO BE H-20. IS TO CALL "DIG- SAFE" AT 1-800-322-484 4 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS, WELL AS EFFLUENT LOADING RATE'. . . . . 74 GALIDA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE _ �._ -- - LEACHING CAPACITY (AREA- X RATE) 465 GALIDAY 8) PARCEL IS IN FLOOD ZONE_--,C _—_= F - �• RESERVE,LEACHING CAPACITY . .: 465. GAL/DAY - 81 14 = : : (35 5 X 12 5 'X- 74)f(35 5+35.5 12.5 f 12.5 -X . 74_-X 2 r ;.1 9 . LOT. IS SHOWN. ON ASSESSORS MAP_ __ AS. PARCEL - - ------_ _ S • UM — 51107 . OB. z MARSTONS MILLS xsE BENCHMARK C.B. RACE \ TOP OF C"ONC LANE BOUND EJ, =100(ASSUMED) Q o SEPTIC GREATER THAN 100" MYSTI y C.\� FROM LOT 14 WELL `\ LAKE \\ \ \I \ \ C.B. L 2� C.B. LIDGE CHURA4 EL 80 TrES0R=2 0, o9K LSE rr \ 8* 19 UT1LI s N� ANT 4- — � 100 ` ASS. LOT 11 POND _ a \cp \ 96 C B \ VACANT LOCUS \k4- \ \\ o \ 3g 2 pRIvg 10•q \\ \ \ \ p\ \ o T� �98 LOCUS MAP 4. \ o o — 94 � \ \� PLAN REF 265/68 16 „\ \ TP 1 '0 92 /\ RES. ZONE.' RF„ \ \ \ � w 2 s o g4 `\\ FLOOD ZONE.' „C" \ w ASSESSORS MAP 81 PAR. 14 b\\p 6 5 g2 \\ \ \ \ 16.0 90 /� 88 C.B. 68 \ LEGEND \ GRADING WALL / \ CA TCH xxX �D L� \\ 81 \ WELL— BASINS PROPOSED \ Dh'AIN _____ ; \ ; ASS. LOT 14 PIPE ----- EXISTING TING ----- \ SILTATION FENCE cp \ \ \ p EDGE T WORK AREA=4 4, 611 f ,S. F. \ t �ON PROJEC T L OCA TION LOT 14 -- HOLLIDGE HILL LANE \ 82 J\ MARSTONS MILLS, MA. �\ �0 OF A PPL lCA N T r � PAU S USA N FLYNN p/�FG/SIEF<4 ��' r YA NKEE SUR VE Y CONSUL TA N TS 91 ,i II (,•\1 I ASS. LOT 15 P. O. BOX 265 00 LOT 19 UNIT 5, 405 INDUSTRY ROAD MARSTONS MILLS, MA. 02648 L WELL PH. (508)428-0055 - FA X(508)420-5553 SRUCE , G. I GRAPHIC SCALE ABANDONED tau SCALE." " ,? +� N .a 'Fa� FOUNDATION 1 =30 DA TE: 1/13/97 30 0 15 30 60 120 ,I: REV.' REV.•r ��sP�jY�••i♦fyy .. ( IN FEET ) JOB NO. 51107E SHEET 1 OF 2 1 inch = 30 ft. EL. _ 96' _ TOP OF FOUNDATION - - 20 MIN. 10' MIN. CONCRETE CO VERS 4" SCHEDULE 40 P. V.C MIN. PITCH 118 PER FT. 2"LA YER OF CONCRETE COVER VENT 6'" MAX WASHED STONE / / / i / EL. =96 4"' CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 114 PER FT. RISER CLEAN SAND 9 FLO W LINE 20 MIN INVERT 1 N 10' EL=90' 14" EL.= 92'-- INVERT �20 00 00 00 ° GAS LEVEL ° 00 ° 00 0 0 ° ° ° 0 00 0 00 0 ° 0 ° BAFFLE — 91.25' �6„ SIIM o o ° 00 0 0 �° °o° �° ° 0 8 0 00�a o00° 00 ° INVERT EL,---- INVERT IN 0 0 00 0 0 2S 1 EL.= 89 EL. = 91.5' EL-= 90.25' EL.= 90�-- (TO BE PLACED ON FIRM BASE DISTI SIB UTIO N INVERT MECHANICALLY COMPACTED OR 6" OF STONE BOX EL. 89_5= _—1500 __GALLONS TO BE WATER TESTED 40' X 15' FIELD SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 314" TO 1-112" IL ABSORPTION PROFILE OF 'Z WASHED STONE S 1 VSTEM (SAS) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USES PROBABLE WATER TABLE ELEV. =_82___ NOT TO SCALE NO OBSERVED WATER TABLE (919196) ELEV. ___82_ BOARD OF HEALTH VARIANCE VII SEC. 10 OBSERVATION HOLE 1 ELEV.=_ 93 OBSERVATION HOLE 2 ELEV.=_95 PERCOLATION RATE __<5_ MINI INCH AT 42'- INCHES WELL LESS THAN 150' TO PROPERTY SEPTIC. (50' VARIANCE) DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0--6" O/E ORGANIC IOYR3-2 0-6" O/E ORGANIC I0YR3-2 6"-36" B SILT & CLAY I0YR6-3 6"-30" B SILTY & CLAY 10YR6-3 36"-132 ' Cl MED. COARSE 10 YR6—6 30"-132 ' Cl MED. COARSE 10 YR6—6 PERK GENERAL NO TES SAND SAND 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _BARNSTABLE RULES AND NO WATER NO WATER REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE CO VER ON SEPTIC TANK SHALL BE BROUGHT TO S 0 I L TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 919/96 SOIL TEST DONE 'BY BRUCE MURPHY , R S 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: ED BARRY WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H—20 LOADING SHALL BE DESIGN� CA L C ULA TIONS- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. P # 8779 4) ANY MASONAR Y UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 4 BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH INSTALL THREE (3) LEACHING TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LINES SPACED 4' APART WITHIN A ( I10__GAL./BR./DAY x _4—_ BR.) 440 GAL/DA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 40' X 15' FIELD - REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . . 1 a` IS .TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 40.0' 3s' DESIGN PERCOLATION RATE 5 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 4.0' EFFLUENT LOADING RATE . . . . . . 74 GAL/DA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 3 5' LEACHING CAPACITY (AREA X RATE) 444 GAL/DA Y 8) PARCEL IS IN FLOOD .ZONE "C" . RESERVE LEACHING CAPACITY . . . 444 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP 8-1 ASPARCEL _14 (40 X 15 X . 74) SHEET 2 OF 2 JOB NUMBED_ 51107B____—_ • LEGEND ;� y i�`�� , ,,., • �. , �" EXISTING PROPOSED t k •c� k 4} SOIL LOGS DATE:September 9, 1996 rs3 { r., ,► m' .,: -,:1 �� ��,401.22' R-7s.00� G.r o P#-P8779 Stake & Tac Set Found s oo' ENGINEER: BOARD OF HEALTH AGENT: o PK Nail Set/Found Bruce Murphy,RS Ed Barry ® Concrete Bound r 4.4 Gas Gate • 4 � 17 TEST.PIT 1 TEST PIT 2 ® Electric Box 44.2 ; ; I G.S.E. = 62.3'f G.S.E. = 66.1't O Catch Basin Water Gate . . ,` • N/F GASPER ® TV/Cable Box Telephone Riser pb114t 6i b tf. ra v \ \ \ \ \ \\\\\ H CB/DH D Q�- -O- Utility Pole » � Contours 0 0/E 0 O/E 20OxO0 Spot Grade Test Pit n� r ORGANIC ORGANIC wo I fl I l r, , ,J, r r i TREE # TYPE APPROX. DIA. GROUND EL. APPROX. HEIGHT " » ` f' r r 1 l r r �, �• s, 6 10 YR 3 2 6 10 YR 312 e, y •• �o W I f� !` , r,, JI , co o / 1 OAK 24" DOUBLE 56.7 50-60'f ,..:.,•. ,; o::: >;� { � ¢ . 45ibirfrlr � L � T � $ / 2 BEECH 12" 56.5 50-60't SILT & CLAY w SILTY & CLAY 1 ' �' I r 1 1 r JI I ' '�'O F UPLAND PARCEL AREA " 36 10 YR 6/3 30 10 YR 6/3 Q • . i i , 1 ,,�11 r , i rn o 3 BEECH 15 57.6 50-60 t C1 C1 Cq 0.89 ACRES 4 OAK 10 59.0 50-60 t MEDIUM MEDIUM 38,963t SQ. FT. COARSE SAND COARSE SAND ` ! j rr, I'1 !f`!!, x g . i 5 BEECH 10" 51.5 40-50'f 132" 10' YR 6/6 132 10 YR 6/6 LOCUS MAP ! r r r r , 11 i PARCEL AREA TO 1" = 2000' i I! i ! ' ,, Jr ; I TRE'E 11 i • i EDGE OF POND 1,128103 0 6 OAK 15" 50.7 50-60'f PERC O 42' i J s�f r"' 46.4 i I i I g NO WATER ENCOUNTERED RATE- <5 MIN/IN r ! t ! ! i fl '/ 48,888t SQ. FT. 7 PINE 12" 50.8 50-60't ' ZONING DISTRICT: RF J r r r 1 / r r, 1 i t r - / 1.12f ACRES " ' OVERLAY DISTRICTS: GP (GROUNDWATER PROTECTION) J i i ` i 1 r! ,/r ! i i I •I' 8 PINE 12 49.7 50-60 t RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) / r I i ! I Ii J i i I ` ' 9 ' PINE 20" 52.3 50-60't / x •8 , MINIMUM LOT AREA: 2 ACRES 44,2 I i !1 ' , !r I i i I i \ \ 10 OAK 8 53.1 50-60 t MINIMUM FRONTAGE: 150 , \ 1 , ry FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' / ,ri i, i f'I J i ' �0'/ x i /\ � �\\ 11 BEECH 24" DOUBLE 59.1 50-60't ,v`�' GENERAL NOTES iTRE�i 4 i A �\ . idEt fl. NOTE: NOT ALL TREES LOCATED LOCUS PROPERTY IS SHOWN AS: _ ! ,�i!Ji f a 5s�3 �\ ' , �; '\ti �M\ OF 1 i � N �q. AVERAGE SAMPLING TAKEN v I 3' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH ASSESSORS MAP 81 PARCEL 14 - / /r l + , 'f \ I\ \ 1 r 6 r??s. � 71.3 TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 'r \ TRkE 3\ - ` 3 x� ' I •'x 68.2 8p E 10' Q O ANY LOCAL RULES APPLICABLE. LOCUS DEED: l I / I,I 1 I r o Fs�tr 9 ' P \ \- ti �\ k3,\63.7 �\ ` `�`\ v o0 ^ r - g• 3 DEED BOOK 10,725 PAGE 195 '� l 11 1 ! , r , 1 \ Op p ` \ '�' \ \ o11 / y PLAN REFERENCE: / i 11 r` ,1 !i i t ``, \\ \ ,\ \£��\\`\`` \• S'i �• \` .\\ \ x 69.6 �p �� DH Z' ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING PLAN BOOK 265 PAGE 68 O 1 ! , , J r r r TREE �\ \ \ `\ ` \ \\ ?• D 70. BY DESIGNING ENGINEER .4 L COMMUNITY PANEL NUMBER 250001 0015 C I f , , !, ,i �„� \\ \\ `� `--\ \`\ \ v, \ Via` y `\ �A 70. �. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, / �{p-+A� \ \ \� `\ r ,t r t` a °� s. �i \ o W o NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT C & B (AROUND POND) / r I, fr fl iQ \� \\ \\ \ 57.1 �\ �` �, f I '' ��o \\�F ti�y� \ / o �'o b' PLAN OF FOR INSPECTION. , / \ +ni ,c, H x.r,a .,a` fyfl �r `n.•:_ \ \\ Ja p 0 ,ry /�• 44.2 52. \ \ ` \ `\ �al\�,icN7 r k F, ,l!, ,;t: Ji 4 MWn �a��5 , e r ,+x:.. ` \ �� •� \ \ \ TBM. CONCRETE BOUND r CONSERVATION NOTES: ,� wl .,h• PRECAST LEACHING CHAMBERS � a \Q� < ASSUMED EL =Jr , ,,k ,t �, 4 < 69.33 FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 1. ALL ROOF LEADERS TO DRYWELLS. , l 1 r \\6 ra � .r� tika ,�\ FND / r r I ` h cam. `� \ i 68,4 CB/DH NO SCALE 1 f i \ I Fk , VS \: a ':a 1 4 =t4f \ \ r , , !� \ \TEE 'I, `\ \ ,�,�t I x , :•w, ., �Ekz���jai� �� � � X 67�\ \ FREE 0 4 alk{,;;.t� ,�,�►,`` � �,k' ax �,,, rrr«� ;,, .,,�': 5 .� \ 2. LIMIT OF WORK (HAYBALE-SILT FENCE) SHALL BE INSPECTED AND ' , ' + \ �\ `� �r� - Iy^ � C� APPROVAL BY DESIGNING ENGINEER y r E 5 \ 'z: l �` °'�� *�''r1I 4 2 THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN MAINTAINED FOR THE DURATION OF THE PROJECT. / , \ ,, I�ac,+�q• �, ` I fp \ �\ \ \ tDB 3. VISTA PRUNING REQUIRES THE APPROVAL OF THE CONSERVATION ' ` ! ► \ \` \ ` �,c�qr r':a, �,, , E - \' x�6 �. ' \ \ \ M y tea } ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 COMMISSION.' i � \� / x AS.� ' \ AKE\SET ` in \ O :y * yZ`„a� T� J. \ \\ I H x Ct�a a �',*�.a �'4C ,�' �\ - • ,.•. \\ \ \ . IwwHotF FRAME AND EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING X SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER 50:4 \ Sp `\ ' � \� \\\ \\ C COVER TO GRADE 52 i,[,ty -- 310 CMR 1 55 *� S ,I r� r :• , •\ 65.4 ty L� WETLAND DELINEATION CONDUCTED BY SAMUEL HAINES & NAOMI DeLOACH OF TREE 6yI} « `5 \ 6C 4 : \\ 6s.5 ' OF E SR ON / /03. FIELD LOCATION BY THIS FIRM ON / /03. ` , ` 'bt ro u 2" rWIONE •i- ,♦ _ �L,•.1'•yl,�•Q 1 0 1 2C7 44.2 � / � / /x 49:3 �,: f � 'iA,Q,��,, \��f - � : �� \ �j+ \ � \ .^I� r �T •••_ �'4 )! - r rye� .r,r.:: • a'•x'�lea ria dkl r'.'I F4F,�1 u,F. \` \�O,iQ \ \ .. . ,.A-. •,- _ a. / /46. , v' r�+� iha'`w�y¢' \ \ \ �r I �' rr -�• I•e•':• _ ij WASHED STONE PROJECT..BENCHMARK DATUM ASSUMED / :,;Zr .S�"�:.'�,�'y^IIr 12 ••'� , e , I \ \ kl lflfiy'`t 1 L ,l'i ,''T74 5, f�^4 �Cr,'i,,r `�. \ \ \ .J ••• •:j .'.• �•,%'-•' •' - 44 '/ 1 r 'o. `' v^ ..,, :;;. • IBM - CONCRETE BOUND O ELEV.= 69.33' x TREE 7 0 _ / 24 EFFECTIVE DEPTH '..•� _ ;..;. i`a4 `N \tA \` \ \ $ it :: jy`c. •.�S•:a�:���'°;�.:..f,, _. t•'.:• • ,?L j-'J•:' • i' / / / ,•r '��gu , iSfl,ll;At ifF,"' \ \ \ \ r • ,'.�i •.�,4f.�..•_•-��� F ..+�J.;Y,1`'•' ems. , 12 :% j'�'` �': :i` `- _ _ ;'.: �,:•�>:•:'_; - ..r.•;,;;; :,: ►::..: LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND s3,8\ \ \ ` „-.J�•'• •• .i« .i. ;.r Via.as' :: ii - :s ;. SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE x40 51. \ \ \ \` ' 6� • • 4' UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. �-• // ,// / ; TREE / , �° ` \ `\ 62,? 6 61.9 y►P / �' WF-A7� i O i \`\ \\\\ \`� \\ \ HOFA1gs, ' x 0.9 O \ \o \ \\ \ \\ STEPHE yG A4 •�� �\ \ CONCRETE LEACHING CHAMBER DETAIL o L x.44.4 i' /� ro ! �'�� 4i awo �\� \ \ \ \ \ \ � (H 20 LOADING • 45.5 f �r x 49.1 o Cv UM NIUM I 6� NO SCALE ) 9 WF-A8 i `� `O �t�/ ( 1 ROPOSED O - v' �� x 52.2 ���' ' 1 L\= 5 I a�, FG�S 47,0 l A \ \ ;\ ` B/DH o /x WELL \ h \\ 52.0 \ \\ \�``\CB dH FND FSS�ONAL E '\ \ --- 3't TD TO EDGE OF MI POND 5 - \ 60.3 ' 6 03 x -� CENTER OF NATURAL \ �, •,\ ` \\`\\\, 60.4 365 Holhdge H�II Lane rr 51,5 DRAINAGE SWALE Marstons Mills, MA f \ x 51.8 / ' 52.7k _ \ \ \ \ \ 16 ' S1.25 x 52.7 \� - r hry .�� 53.5 i �\ 60 A WELL HEAD _ _ 5� , ,�/ ) / ` 59.8 .58ap 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION PREPARED FOR � w�L9 52.-8x,- / r p° SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE 59.45 ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS. IS Burton L. & Gay Ann Rhue, Jr. LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS LOT 19 _ ,i "' 59.7 LOCATED WITHIN SPECIAL FLOOD HAM AREAS B & C. N/F BURDEN / ! /' THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO `ESTABLISH PROPERTY LINES. TITLE /-� p Wetlands Permit Plan House Construction FINISHED GRADE = 63.0f TYPICAL SYSTEM PIZOFILE DESIGN SCHEDULE ELEVATION R bltnu LAND SURVEYOR DATE NOT TO SCALE TOP OF FOUNDATION 64.0' MANHOLE COVER AND FRAME FINISHED BASEMENT FLOOR 55.5' BAXTER, NYE & HOLMGREN, INC. TOP of (A MANHOLE JUsST ro GRADE) FINISHED GARAGE FLOOR 63.5' FOUNDATION SEWER INVERT AT FOUNDATION 60.3' DwEA #SE 3 , 4113 Registered Professional . t ~ MANHOLE COVERS SEWER INVERT INTO SEPTIC TANK 60.1' Engineers and Land Surveyors = 64.0 FINISHED GRAB OVER TANK = 62.8t g• y FINISHED GRADE OVER D. BOX = s2.5t SEWER INVERT OUT OF SEPTIC TANK 59.8' 812 Main Street Osterville, Massachusetts 02655 FINISHED GRADE OVER LEACHING TRENCH = s2.5f � SEWER INVERT INTO DISTRIBUTION BOX 59.5 Phone - 508 428-9131 Fax - 508 428-3750 min. FIRST 2' (TO BE LEVEL) 4" SCH. 4o PVC 4" SCH. ao PVC SEWER INVERT OUT OF DISTRIBUTION BOX 59.3 _ (TYPICAL) O 2.07G L2• (mi �then O 2.OX • o » (min) SEWER INVERT INTO LEACHING SYSTEM 59.0' Leaching Area Requirements - -• e'(�+• '- ., 9 mm Cover 0' ;. O 2.O7G - rio CPi(E S INSTALL 6• RNP " 4" SCH. 40 PVC 36" (max) Cover BOTTOM OF LEACHING TRENCH 57. 20 0 20 40 WATER TABLE: NONE OBSERVED AT EL. 51.3' FINISHED GAS BAFFLE r•r ,-: ,,, • » a�Nt�ECTlory 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD }- -I CHAMBERS SCALE IN FEET BASEMENT FLOOR - _ .•.. .. -:: --. .. s' CRUSHED �'_l:•:rr-- :1• ADDITIONAL 50X FOR GARBAGE DISPOSAL NA_GPD REINFORCED E MIN INCH ( FOOTING o 0 0 0 0 0 = N SCALE:1 20 DATE 03114103 CONCRETI ` STONE '� PERC RATE � / H CLASS 1 ) CA .. -N-:.sa- :,.•.•• •. ,:...:.�i-;: ;: .� ,. : '.: .: LIAR = 0.74 GPD/S.F. -• •: ' .- ..• F. :ter ' -, • : .• .'`. Of 12� ' -. ,'.~ti",' •' • ,; .fs ;-} - .A��``N ' , MIN. LEACHING AREA OF SAS. REV. DATE: REMARKS Y4• L EL 57.0 •s 330 GPD/ 0.74 GPD/S.F= 446 S.F. MIN. 1. 5130103 TREES & HSE. LOC. - col 5' MIND STONE 2M 2. 6112103 FOOTPRINT & WALLS PROPOSED SYSTEM BUTION BOX LEACHING CHAMBER DISTRI 1500 GALLON SEPTIC TANK H-20 H-20 No Groundwoter Observed O Elev. 51.3' �'�NAL SIDEWALL (30' + 10') x 2 x 2' = 160 SE DRAWING NUMBER H-20 e'. 11'3 BOTTOM 30' x 10' = 300 SF H:\02\02- 115\survey\worksht\02- 115wpp3.dwq 460 SF 2002- 115