Loading...
HomeMy WebLinkAbout0050 WILLOW STREET - Health 50 Willow Street West Barnstable A.= 1.56-033 r �l • _ . 4 TOWN OF BARNSTABLE LUC A'TiON G SEWAGE # VILLAGE 1444 - ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. Ii�/- SEPTIC TANK CAPACITY c. J LEACHING FACILITY: (type) ;,�_ vi 'A !(size) ,/0 j NO. OF BEDROOMS BUILDER OR OWNER L.{ctCh D PERMITDATE: 3. 071 COMPLIANCE DATE: 3 0 Z w 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 h �y r N 0' a R-c sy, a 8 F,24-3 _ 0 No.— __ Fee --=- BOARD OF HEALTH TOWN OF BARNSTABLE 0[ppYicationArMelt Con5tructionPermit A�plication is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: fG7`3- -------- ---lv f3L ---------------------------------------------------------------------------------------=---------- r Location — Address Assessors Map and Parcel Owner Address cGe G� 6h p SO y �0 0/4 �i95S ----f = -------------------- , -- - -- Installer — Driller Address Type of Building Dwelling P—A- /_��-vim` A---------------- Other - Type of Building ---- No. of Persons---------- --�------------------------- Gl Type of Well— ' - —n= - Capacity- --- - 'rv� ------------------------------------------ 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 Health. Signed--- ----- --- -- - - - -- - - --_-- - ______ date —Application Approved By - —-�"�' - -- - - — =-------- -- t --qc�a — Jfda Application Disapproved for the following reasons:------------------------_—---------------------- _____________________________________ ---------_—____---- ---------------------- --______—--------- —------o —— date --_ Permit No.-- - - - -------- Issued- ----t - date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY,(T& th Individual Well Constructed ( ); Altered ( ), or Repaired ( ) by-------- -1` ------------------------------------------------------------------------- jj I I Installer at- -1�- - — == l�°- c?uJ-_ �' - -- '— `� �- ------------------------------------------ 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.g,-q-0-____-7-DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------------------------------------------- Inspector -- - - --—----------------------------------- — - ft1h oft-awe 6. f R �?0 YN� � No.------ - ,. Fee-------=--`----=---- BOARD OF HEALTHF TOWN OF BARNSTABLE 0[pprication-*rVell Con5tructionpermit Application is hereby made for a permit to Construct (' ), Alter ( ), or Repair ( )an individual Well at: Locaation — Address a f� Assessors Map and Parcel Y"��i�r�f.r,�--��'+G+�d�.aG--------------------------------_-------- _!�-�(✓�t dd°,tS��/?& I�� ��'I��/G'�i...$ �sy�csi Owner Address '------------------------- d y3o-----5-0 - Installer — Driller 7 r Address Type of Building j ll I Dwelling .- _i_ G ----------------- Other - Type of Building----------------------------- _ No. of Persons----------C-�-------_—------—_ Typeof Well------�,--------------------------------------- Capacity-------„�---�--- ---------------- Purpose of Well-!-- f�"'14------- 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 Health. Signed - -_ ---------------------�---------------------------------- ---------_--------------------- �^- date �./•Tom/ A lication Approved B -- - -------=------------- -----� - !- ------- date/ Application Disapproved for the following reasons:--------------------------------- _—_ --- —_-— -- —— - - - - - --- -_ — - ------- -------------------------------------------— —- —--------------- date Permit No. ' ---------------------- Issued-------- C �`-— — - ——------------------- _ �--y- r-_- te ' BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) - ------------------------- tt t Installer / at___J CA �— Wt_�l Ga,a�1_ !/�}___ c n .L !Q -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection y Regulation as described in the application for Well Construction Permit'No.l,?--�,-n--=12 Dated,--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. s. DATE _---- ------- -—------—------------------------ Inspector----— --------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con5truction�ermit No. ,A ------� I Fee—- _ ._- a------- Permission Is hereby granted-------------------------��!-?-=?�?-��---------------------------------- ---------------------------- to Construct ( Alter or Repair ( an Individual 1Well at: No. - - �� �--`_ ^ -------------------------------------------------- Street as shown on the application for a Well Construction Permit No.- \ f —=-t- - ------_---- ---- Dated >/ ` %"v- - - - — - C3 Board of Health DATE ---- -;- ;=- ----- -- —-------------- Iq I T WN OF BARNSTABLE t �. LOCATION Cart- �..j��l��.� ST , SEWAGE # VILLAGEV.31 CA L ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �d`nr.11 r SEPTIC TANK CAPACITY LEACHING FACILITY:(type) L��.ct,. P� (size) NO. OF BEDROOMS E( PRIVATE WELL OR PUBLIC WATER we. BUILDER OR OWNER NI L P S c v bier DATE PERMIT ISSUED: 3)43 1':'i0 DATE COMPLIANCE ISSUED:` I)aL5/ VARIANCE GRANTED: Yes No � ) S~ L. S�hz.- ;y. t� t j F c so`'T .•!. • V, 'L Ra� � *- _', No. ._ ..� Fss.. t THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratioo for Disposal Works Tonstrudion ljrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ - Lot 2 Willow Street_,--West•Barnstable , -Map 156•Lot•,33 -_...... -•- .......................................................••••. Location-Address or Lot No. .........Plai Ui_p--Seudder-.----------•-----------------•---------------------- o.. ' .T ,..Qx l..kbiDt. l,_.*=1is9 1*'A Owner Address ---------------------------------- ...... Installer Address dType of Building Size Lot..50,K -----------Sq. feet Dwelling—No. of Bedrooms.._.....__.................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures --------------• •------•-----•--•- Design Flow_.___110 R0­0...W GPD......................gallons per pmxmx per day. Total daily flow____......550..........................gallons. WSeptic Tank—Liquid capacity15Q0..gallons Length.1-.q.......... Width.........6-.-.. Diameter--------------- Depth................ x Disposal Trench No--------------------- Width....................Total Length.................... Total leaching area...................sq. ft. Seepage Pit No..__................. Diameter.6..Y '.AC.Mepth below inlet....3.,_5_........ Total leaching area.....18$------sq. ft. Z Other Distribution box (X ) Dosing tank ( ) M. Donovan Percolation Test Results Performed by........................... O.__PZ2---P-723.3............... Date...a•,2l3.Qls8.................. Test Pit No. 1-.....Z------minutes per inch Depth of Test Pit........ Depth to ground water....N0.mat r. Test Pit No. 2................minutes per inch Depth of Test Pit........1 ....... Depth to ground water----NQ.Mater. A+' --•••-----------••------•-•----•-•--------••----------------•------------------------------------- -------------------------------- 0 Description of Soil.........1i-6' top... nd__subsoil_..V_-15,'_medium coarse_-sand___________________________________________ U •-••--••------•-----••-----•••••-•---•-------•------------•---•.............••-•--•-----•.....----•-----•-••----•-----•-•--••--------------••-......................................................... W ----------------------•--•--•-----•-•••---•--•-•-•----••-•----------•-------•----------••-•-•------•---••--•---••------------••-------••---•---•------------------•-••-••-••-•............•-••••......-- UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian has been iss ed by the board of health. Signed �/ / -- Application Approved By . ..... 4.... --------------........--------- A3 — - ---- -- Application Disapproved for the following reaso --------------------------------------------------------------------------------- -------------------------------------------------- ------------------------------- --- ----..........._ ----- --------------------------------------...---------....------. ---....---------------------- • r Dace PermitNo. ------_------- ----- --------------------- Issued .......... ................. Da[e 1 � L THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH TOWN OF BARNSTABLE ,- _ ; Applird#ion for, Disposal Works Tonstrur#ion Iramit 1 Application is hereby made for a Permit to Construct-( ) or Repair ( ) an Individual Sewage Disposal system at: t T .. ...2ot-2.Wa�•lar3,S .t_fnl�sk_-Fa ► t ;h1�... .Maxi4 _,�rr, ............................... . ..:................. �.. Location-Address or Lot No .In.f-I�/rl. ..................................................... r../t�T 4aaa,ra�aJT •IY_rt_r,1_r''�},t,rA.r,1�1., ,_.,,r,'� .,k nr~ ItAA Owner Address W K t,V�/1 l ✓ fit•...`. l::_G.CAJ�...............•----..._.._......_ ..... ..... 1J r u�,n �� I r /�/ci1 A �4 C ..1-t c!.............. 1--I ----y--.:: ........................... .................... Installer Address Type of Building Size Lot..50 %5_________--Sq. feet' Dwelling—No. of Bedrooms...........5------...•------ ------------•Expansion Attic ( ) Garbage Grinder Other—T e of Building No. of persons............................ Showers — a YP„ g ---------------------------- P � ( ) Cafeteria ( ) Otherfixtures .----••-------------•------------- :... -----------------------------=-------------------------------•---------- W Design Flow.....:!Q_GPD......................gallons per Persor}tper day. Total daily flow...........55�1..........................gallons. Septic Tank—Liquid capacityl5Dl_1•.gallons Length_1 D1._.._... Width.........r-!!_ Diameter-----.......... Depth................ Disposal fTre c—No...............:.... Width......................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No______ ------------ Diameterh_.3 /2__ epth below inlet___.?j !.__..__ Total leaching area__..1R ..... ft. Z Other'Distribution box (X ) Dosing tank ( ) a Percolation Test Resulti Performed by-_-M:---1110mmun?r._?,F�_..?�e?2 ............... Date...!!2 _._.•____.__.___.. ®. Test Pit No. 1.......Z......minutes per inch Depth of Test Pit........: . Depth to ground water----I�T� sL bar f=, Test Pit No. 2................minutes per inch Depth of Test Pit........1_ ....... Depth to ground water-___kTo..IA�n ter. (� t O Description of-Soil --6- ton._arld__Gttl� raj 1_....71-1.5l._meal ll,.,n-a r-np-_sang x - - ---------------•------- U ,--� -_-----------------------------------•----•-----------------•--•-------••---------•---------•-•----------------_-- ------------------------- -...------------ •------- ------------------------ W V "' Nature of Repairs,or Alterations—Answer when applicable................. ---------•------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has-been issued by the board of Health. Signed Application Approved By . .. ..--------- �... --------- ........................................... .,------- 4J Date Application Disapproved for the following rearo ......................... .....................................:< t ............................. ..................'-- - —---/ .-................--.....-----' - ---- ..-.. — — ...- --- --Date Permit No. -- 1/......... -- ------------ Issued ;�-- ' Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tex#tfirate of (fantlalia cre THIS IS TO CERTIFY, That the Individual Sewage+Disposal System constructed ( X ) or Repaired ( ) by ►2 ..b�„.. ✓ ,�t �r G.�_C.. ..,, ------------------------------------------ ----------------------------------------- ------------------------------------------------------------------------ ---... --- Installer at --Lcat< W h1:4w...St -L-a.-.GAP t.-T ax•a� fi h o----------------------------------------------------- ---------------------------;. ------------------------------------------------ has been installed in accordance with the provisions of TITLE of°}The Sta= Environmental de as described in the application for Disposal Works Construction Permit No. -/.....�� .... dated -.. � ,...- / '� ............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT E CONSTRUED AS A GUARANT THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.. Inspector .... ---------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �� TOWN OF BARNSTABLE /v No....-,=..........._v, FEE_a---•----. ..... Disposal Works Tonotrudiorn "Prrnttt Permission is hereby granted............../// , _ -i; ....................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No...... Street � n 7,jh I'_?Y as shown on the application for Disposal Works Construction Permit No................ .. Dated..____ _. _ ................... DATE_ Board of Health FORM 36508 HOBBS Q WARREN.INC..PUBLISHERS �FTHE T� TOWN OF BARNSTA'BLE OFFICE OF Baaa9TesL i BOARD OF HEALTH 7,ems NAM p 1 MAY ` 367 MAIN STREET HYANNIS, MASS.02601 i May 10, 1990 Philip Scudder c/o Hyannis Harbor Tours Channel Point Road Hyannis, MA 02601 Dear Mr. Scudder: You are granted a variance to install a septic leaching pit 123 feet from an existing abuttor's well, in lieu of the required 150 feet, at Lot 2 Willow Street, West Barnstable, with the following conditions: (1) The well driller shall apply for a Well Construction Permit at the Health Department office. (2) We must receive a copy of water testing results from your proposed well. The water tested must meet all of the standards of the Safe Drinking Act of 1974, and the Board of Health's Private Well Protection Regulation adopted June 1, 1989. (3) The designing engineer shall supervise the installation of the onsite sewage disposal system and supervise in writing the system was installed in strict accordance to the plan. (4) The variance expires June 1, 1991. This variance is granted because the groundwater flows in a northerly direction from this site. Therefore, the effluent from the septic sytem will not flow toward the subject (abuttor's) well. Very truly yours, Grover C. . Farris , D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs 1 t ' BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: PHILIP SCUDDER Collection Date: 07/02/90 Mailing Address :12 BROOKSHIRE ROAD Date of Analysis :07/03/90 HYANNIS , MA 02601 Type of Supply: WELL Well Depth (FT) : 120 Telephone : Sample Location:LOT 2 WILLOW STREET LAT. (DDMMSS) : Not Given WEST BARNSTABLE LONG. (DDMMSS) : Not Given Collector: C . STIEFEL Map/Parcel : Affiliation: BCHED Analytical Method: 502 . 1=1 , 502 . 2=2 , 503 . 1=3 , 504=4 , 524 . 1=5 , 524 . 2=6 , 502. 1/503=7 Contaminants Anal. Result MCL Detection Detected Meth. ug/l ug/l Limits (ug/1) --------------------------------------------------------------------- Chloroform 1 5. 6 0 . 2 Only those compounds listed above were detected. Attached is a list of compounds for which this sample was analyzed. NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. MCL means Maximum Contaminant Level for EPA-regulated compounds . (ug/1 = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels (MCL) for the following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5. 0 * level not exceeded * Carbon Tetrachloride 5. 0 * level not exceeded * 1 , 2-Dichloroethane 5. 0 * level not exceeded * 1 , 1-Dichloroethene 7 .0 * level not exceeded * I, 1 , 4-Dichlorobenzene 75 * level not exceeded * 1 , 1 , 1-T'richloroethane 200 * level not exceeded * Trichloroethene 5 . 0 * level not exceeded * Vinyl Chloride 2 .0 * level not exceeded * Comments or additional compounds found: + Bernard E. Bartels .D. Lab - a, � tory Director glj!iiililltilltiiititI I PIT tttfttftilt!tteetltlitiiTtTff:eefeffeerFJeeJt!±ttettefttiFtttttteeteefFnintetftttffeIJJi�tfJJe MIM!teitJJe M fete:neeeftifft!?eTt't1TtTTTTtttitttKt"itittiRTTTfet"etRtTTTTttTTtEitTTtttTRtTTTRttT! _. : .._ I..... .. . _. _ !r ENVIROTECH LABORATORIES z-- 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Philip Scudder LOCATION: Lot 2 Willow St. _ 12 Brookshire Rd. West Barnstable, MA -- ADDRESS: x Hyannis, MA 02601 COLLECTED BY: Client SAMPLE DATE: 8/9/90 TIME: 2:30 PM _ DATE RECEiVED:8/9/90 SAMPLE ID: ET 439 ; JOB 4: New Well _ WELL DEPTH: 120 ft RESULTS OF ANALYSIS: _? _ e_. I e.: Parameter Units Recommended limit Result - e Coliform bacteria/100 ml (MF Method) 0 0 - pH pH units 6.0-8.5 c Conductance umhos/cm 500 =a Sodium mg/L 20.0 ; Nitrate-N mg/L 10.0 z Iron mg/L 0.3 z... Manganese mg/L 0.05 e-: Hardness mg/L as CaCO 500 e: 3 Sulfate mg/L 250 Potassium mg/L 20.0 H3 s Alkalinity mg/L 200 z<: z-: Chloride mg/L 250 Turbidity NTU 5.0 Color APC units 15.0 " Background bacteria 0 COMMENT: c: BE YES NO WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS T D. _ XR j? ATE �JltiUllil!!1!!!!!{tllli►1111!llllUU!!!t!{Ill{!I{t!!Il{{tlull!!lllillll{llllltltllUil{t{!!{!{llili{t!!1{!!it{liii!!tlliiii{i!!!!li{illliilii{ttillllt!!11l1i iilltl 1{Il!!!!11{!1!!!!l1i1111!!li!!il1111i{ltlli!!!t!{t!{!t{llitlt!!11{I1��`` Log Number: Bottle # BC586 Date: duly 6, 1990 OF BA4 sA BARNSTABLE COUNTY HEALTH AND .ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE p " BARNSTABLE, MASSACHUSETTS 02630 J o MA55 DRINKING WATER LABORATORY ANALYSIS PHONE:362-2sit -Ext., 337 Client: Philip Scudder Collector: C: Stiefel Mailing Address: 12 Brookshire oa . Affiliation: BCHED Hyannis, MA 02601 Time & Date of Collection: 7/2/90 3.00 p.m. Telephone: Type of Supply: well Sample Location: Lot 2 Willow Street Well Depth: 120' W. Barnstable, MA Date of Analysis: 7/2/90 5:50 p.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 5 0 pH 625 Conductivity (micromhos/cm) : 98 500'.0 Iron ( m) 0.2 0.3 Nitrate-Nitro en ( m) <.1 10.0 Sodium (ppm) 9 20.0 Copper (ppm) 0:1 1.0 - I . Water sample meets the recommended limits for drinking of all above tested parameters. II. Based only on results of the parameters tested for this sample, the water is suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water.may present aesthetic problems (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. XX Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. X High Bacteria B. High Nitrates REMARKS: Retesting is suggested after chlorinating the well .' CC: Barnstable Board of Health CC: 1 /7/85 aborator Director t I „i ` ExplanationW Test Results •• ` .. Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quahiv of a water supply. Water'supplies may become contaminated from malfunctioning septic systems, cesspools and surface runoff. A_ total Coliform count of zero indicates that your water supply is safe and approved for human consumption. A total Coliform count of.greater than zero is most often the result of accidental.contariii nation,of the sample bottle through improper_sampling methods. For this reason, it would be advisable to retest any well water-that-is-not approved. PH OH is theineasure of acidity o'r all alinityof the water. On'the-PH scale,the number 7 is neutral,less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape-Cod tends'to be acidic in the range of 5.0 to 6.5. Y Conductivity Conductivity is.a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally. considered unacceptable and may have a laxative affect upon users. - Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an itnpleasarit odor, often-gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may cause the'problems'listed above, it is'not considered deleterious to health. Iron may removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations havc-seta maximum contaminant level for nitrates at.10 ppm. Excessive concentrations may cause methemoglohinemia (an infant disease) and have been suggested to form potentially carcinogenic nitrosamines._Contamination sb,urces include fertilizers, cesspools and industrial wastes. Copper - Due to the acidic nature of the.water on Cape Cod, copper tends to leach-from pipes. This normally does.not present a"healih-hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm,is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium, it is up to the people who arc on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm -in&cate that there may be-ocean water'or road-salt runoff waiec getting into the well. {' may,r ♦ � .� .. �'� y f V Revisions: TO SEPTIC DATE DF�CRIPTtOM 5-11-90 RELOCATE HOUSE, SEP77C r TANK, D—BOX, DRIVE. PROPOSED GRADING. 6 qJ eQ Locus �` 5f EXISTING DWELLING UTILITY POLE WELL SCALE. 1 -2083 / LOCUS MAP References: 105 ASSESSORS MAP 156 LOT 33 PLAN OF LAND IN WEST BARNSTABLE, / x BARNSTABLE MA BELONGING 70 o ZONE. RF CHARLES S. & HARRIET F CROCKER, 104 105 SETBACKS. BY NELSON BEARSE & RICHARD • / 104 FRONT - 30' LAW, SURVEYORS JAN. 25, 1967 103 SIDE - 15'� 102 REAR 15 101 _ NOTES 100 PROPERLY LINES SHOWN HEREON WERE COMPILED i g / FROM A PLAN RECORDED AT THE BARNSTABLE a / COUNTYREGISTRY OF DEEDS IN BOOK 209 PAGE s$ 57 AND ADO NOT REPRESENT AN ACTUAL SURVEY EXISTING WELL 600 GAL. DRYWELL ON THE`;GROUND. W 1' STONE FOR / g o 102 FOUNDA TION DRAIN ELEVA TIONS ARE BASED ON AN ASSUMED DATUM. / < © AND ROOF RUNOFF Protect Title. g r'► p 101 ,s' (INVERT EL.=91.0') SIZE & LOCATION OF ADJACENT DWELLINGS Cn 8,, ARE APPROXIMA TF vv D/ m *` 4 P.V.C. ROOF DRAINS TO BE CONNECTED TO 4 P.V.C. 104 �� GRADE=2X LOT 2 SOw'11/VC / » 7f TO DRY!-YELL. i / ��+ 100 i G 'CFO /cc) 24 WILLOW DESIDUOUS �' , /' TREE TO REMAIN l �P/ 12 ALUM. g8 RETA/NING WALL s ss3 690 GA / D—BO CULVERT —EL. — 101r0 `��8 10� LEGEND S TREE T Q / 198 UTILITY POLE ACHI G / WALL _ O� JJJ l T5 /2' 100.4) r� EXlS71NG ELEVA 710N 104.E WES � `' EXISTING CONTOUR -------105------- T p <c, STONt #1 0 �- CONCRETE BOUND/ RILL HOLE CB/DH �o 100 �� STAKE & TACK S&T TP z4 SE .x PROPOSED ELEVATION (100X0) � A , NK y„ t z PROPOSED CONTOUR BARNSTABLE EXISTING TREES. .. 0 O . MA . � / 101 , � 4" P.V.G 102 9g PROPOSED , a FUTURE 1 �PG'S� PORCH _. GARAGE v 0 PROPOSED i9s G `' C _ ✓LAB- �•� � ---__ � 2 STORY �3! � D Q WELLING _caw, TEL D7 102 0 F.F. EL.=103.0 p Q _ V / a 101 r 100 ROPOSED too �'ROP6SED p � DECK toy / 8 p� g EL.= '� FOUNDA 77ON DRAIN WELL A1t£D F / / 03.0' 18" X 18" CLEAN GRAVEL 102 - j5 1 " WITH 4 PERFORATED TP PLASTIC PIPE ?, FUTURE �. NCRooM PHILL/P SCUD®ER LOT 2 IP of 1 AC, ...................... 101 99106 — - 106 / � I � � � 105 103 102 102 104 / 10t #2 `h 0 A. . toe � � A.M. Wlls®n O hoc• _' 103 Associates oo ' Inc. ' 1 10�0 �276. --� 89 9� I I 28 40,V W 911 Fain Street 102 / 9'S�. / astwde`MA 02655 103 \ \ 508-426-1450 101 Drawing Title: I PRELIM, INA Y S TE PLAN A O F Mks i RY,O �1E vA +: N 864, t �fSf 3l?ltTA�a } EXISTING DWELLING Scale:.. 1"= 20' EXISTING WELL SEPTIC 0 20 40 50 FEET Date: S-/y-90 Dwg No: Design: C.P✓ Check Drawn: __--' Job No: 2.04O 0 Sheet 1 of 2 MANHOLE COVER BROUGHT TO FINISH GRADE r NOTES: BRICK LEVELING COURSE Revisions: AS REWRED WAIDE SOIL TEST PIT DATA !'J` !9� y� � 1)DISTRIBUTION BOX TO WITHSTAND H-10 AOJUSTYENT I(2 MIN s: w►x.) pA� n� LOADING UNLESS UNDER PAVEMENT, DRIVES 1COVER OR TRAVELED WAYS WHEREBY H-20 LOADING FRAME AND COVER INDICATES . INDICATES OBSERVED , , . , t SHALL APPLY. PERC '� GROUNDWATER r -� t , t • , ,r . t . u FRAME TO BE SET IN ,f 4 IN iS 2)PROVIDE INLET TEE AS SHOWN WHEFE FULL BED OF MORTAR ' I EE SLOPE OF INLET PIPE EXCEEDS 0.08 FT/FT PEASTONE FILTER TEST . i��� OR IN A PUMPED SYSTEM. LAYER P-7�33 8 r 6 r' ,t to �r1 ¢ r 3)FIRST TWO FEET OF PIPE OUT OF THE _: : •: TP No. TP N0. e PRECAST, STEEL — r, $�8 9 DISTRIBUTION Box TO BE LAID LEVEL i._=�f• s GRID. EL. 99•(o GIRD. EL /o/, / _ REINFORCED _ 5"�0 ,• 5' PLAN VIEW 4)RECOMMENDED MANUFACTURER- " Pvc. 2r ou. - •. , • • GW. EL No WATER GW. EL rilo wA'fER SEPTIC TANK 46 ,r INLET 4'-0' MIN. OUTLET ;. ROTUNDo OR APPROVED EQUAL .•.� ,. 0 , TEE LIQUID DEPTH --oP S o i!_ p I I ' 6' MIN. 3/4' TO 1-1/2"STONE : " REMOVEABLE COVER •t 1+ •' • • , • - 1 c 1 _ ; r . , . f t .r' ' t ' t ' f t • f „ �.5'r 5' DIA. OUTLET(S) 5" DIA. INLET �CRUSHED / •- SA.I p`f r C7 00 PROVIDE STONE f� ' 2 WITO 2 IrOP 24" DIA. MANHOLE COVER • a' BOTTOM SON LEVEL STABLE BARlzr­SE r' �- ..._ . WATERTIGHT (WASHED) • • • SANDS SANDS O �• �' 0 A a �� �. -• • • JOINTS (TYP) • 3 ANC �aA�tL 3 sv3SoiL PLAN VIEW •' J.6' .. • • . . . 4' INLET • 4' OUTLET %; .' • '• References: CROSS SECTION VIEW /s" . . . • . •. 4 4 NOTES 1 2 � : � ;, • ,,.• - 5 5 1) SEPTIC TANK TO WITHSTAND H-10 LOADING 3) INLET AND OUTLET TEES TO BE CAST IRON, jam_ f:., i� UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED SCHEDULE 40 PVC OR CAST-IN-PLACE CONCRETE. o:,, BEM�� � •a , o T a a 6 6 WAYS, WHERE BY H-20 LOADING SHALL APPLY. TEES TO BE CENTERED UNDER MANHOLE COVER. a J BASE ' 7 cog456 YEct 7 2) ALL PIPE CONNECTIONS AND CONCRETE CON- CROSS SECTION VIEW 6' MIN. 3/4" TO 1-11-1/2" STONE /0' SRubS M��uM- STRUCTION TO BE WATERTIGHT. s 81 co�RSF 5"'D SEPTIC TANK DETAIL No. of GALLONS: o o DISTRIBUTION BOX DETAIL PRECAST CONCRETE LEACHING PIT LOCUS M A P SA,,b4 S t7S NOT TO SCALE - NOT TO SCALE - g g NOT TO SCALE SCALE: 1"=20$3' 10 coast ci 10 DESIGN ANALYSIS s rOt 88.6 11 DESIGN FLOW: (3 o-r-ro 11 12 13 5 BEDROOMS 2 //0 6•Pt- ,Z0Y = DATE: DATE: TESTBY: MIAs DoNovArJ TESTBY. M, �tuVAN PE, Project Title: Pam; SEPTIC TANK REQUIREMENTS: WITNESSED BY: WITNESSED BY: P-7a33 G. DONNIv� PERC RATE: PERC RATE: MIN./INCH a` MIN./INCH LOT 2 TP NO. /0 TP N0. LEACHING FACILITY REQUIREMENTS: WILL 0 W GIRD. EL /00,3 GRD. EL. GW. EL wo w A-rEa GW. EL Aso �, S TREE T D. 0 p GOO G, L. PIT 6 D i A . 3,5' Dc=t� TES T 1 ,� i L:w LL RLA = 3. ' IT-sr = //O SF 2 Sv t3 S o l 2 s o- To M A R e A = s , :::776 S F BARNSTABL E' 3 3 -ry—1 AL 4 4 MA 5 5 s s - LEACHING FACILITY PROVIDED: �•- 600 CnAL P iTs t�J/� ' S'0td� SiDCWA2L = /SOS Fx 2 SG,�?�/SF= z'SCPL� M��,�M_ FOR PLAN VIEW 8 L Cod S i3o't'7oM � 78 SF X/.0 6.�.�./SF�=' iBC:�D SEE 5`147JEE T I OF 2 10 — 10 /61 ac -.7353 (�P1� x a l�_ �06 �A • �s3��► 7066.�1� > 66-506.P,�. 11 PREPARED FOFt „ 12 DATE: 30_S$ DATE: PHIL L IP SCUDDER TESTBY: M. �oaoVAa �.E. TESTBY: WITNESSED BY: WITNESSED BY: G-'bk)001#'Jbi .PERC .RATE: . v PERC RATE: MIN./INCH MIN./INCH NOTES ELEVATIONS ARE BASED ON AN ASSUMED DATUM A.M. Wilson MANHOLE AND COVER BROUGHT Associates MANHOLE AND COVER BROUGHT TO FINISHED GRADE UNLESS OTHERWISE NOTED, ALL CONSTRUCTION Inc. INVERT ELEVATIONS TO FINISHED GRADE FINISH GRADE METHODS AND MATERIALS SHALL CONFORM TO 7 7TITLE 5 OF THE STATE ENVIRONMENTAL CODE 4"PVC-2% GRADE(TYP.1 FIRST TWO FEET TO AND ANY APPLICABLE LOCAL REGULATIONS. BE LAID LEVEL 2" LAYER OF PEASTONE GROUT AND SEALS TO BE USED AT ALL POINTS 911 Main Street 4" INVERT AT BUILDING 9�.D 0 PROPOSED 96•S WHERE PIPES ENTER OR LEAVE ALL CONCRETE osterville/MA 02655 DWELLING D ��,� " STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT 508-428-1450 1 y roZ y�� 3/4 - 1 1/2 WASHED STONE SEAL. 4" INVERT AT SEPTIC TANK (IN) 96. eo 3.S g Drawin Title: SEPTIC TANK PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION BOX, • AND LEACHING FACILITY TO WITHSTAND H-10 LOADING 4" INVERT AT SEPTIC TANK (OUT) 96 . 6 TO BE INSTALLED ©N A UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELLED —LEVEL do STABLE BASE. BOTTOM EL = 5� O WAYS WHERE H-20 LOADING SHAM APPLY D 4" INVERT AT DIST. BOX (IN) U. a3 LEACHING PIT ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SUBSURFACE SEALED WITH NEOPRENE GASKETS OR ASPHALT 4" INVERT AT DIST BOX (OUT) 96 0 a CEMENT TO PROVIDE A WATERTIGHT SEAL SEWAGE SYSTEM PROFILE ALL PIPES IN THE SYSTEM SHALL BE SCHEDULE 40 INVERTS AT LEACHING FACILITY: NOT TO SCALE ;OR EQUAL DISPOSAL DESIGN WASHED CRUSHED STONES SHALL BE FREE OF ALL 4" INVERT AT BEGINNING OF DIRT, DUST, AND FINES. LEACHING FACILITY S. S HEAVEY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 4" INVERT AT END OF ' NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL LEACHING FACILITY Nl A NOTE- TOP AND SUBSOIL TO BE REMOVED /0' SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN AROUND LEACHING AREA IF ENCOUNTERED APPROVAL OF THE ENGINEER AND THE LOCAL BELOW EL. 95.5 AND REPLACED WITH BOARD OF HEALTH. 4n INVERT AT BOTTOM q CLEAN•COARSE SAND. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED / • 00 BY SECTION 2.10 OF TITLE 5. OF LEACHING FACILITY �P`� Of M A CERTIFICATE OF COMPLIANCE AS REQUIRED BY Scale: 1"= AS NOTED M�RGAF. 1, � , SECTION 2.8 OF TITLE 5 MUST BE OBTAINED BY THE T .OBSERVED GROUND WATER No w ATER � •RroNE ., CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. p ��• O�1 ENCuu nrrE�L'� $AN30ZZ' IF AN "ASBUILT" PLAN IS REQUIRED DUE TO CONTRACTOR N°.86a DEVIATING FROM THESE PLANS, WORK FOR SUCH ELEVATI €G $�" PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. Date: 4-18-90 Dwg No: Design: C.P.J. Check: Drawn: J.V.B. Job No: 2.0407'.0 Sheet 2 of 2 i i I I I Revisions: TO SEP TIC DATE DE SM PMON 9 Sr� 6 1 EXISTING DWELLING 01 L *y' r, r ry F c•�E WELL t SCALE.- 1�-2083' 1. LOCUS MAP References: ASSESSOR'S MAP 156 LOT 33 PLAN OF LAND IN WEST BARNSTABLE, i ;A / BARNSTAG TO ZONE: RF CHARLESBS. & HARRIET F. NCROCKER � SETBACKS.• BY NELSON BEARSE & R/CHARD c FRONT - JO' LAW, SURVEYORS! JAN. 25, 1967: SIDE - 15' REAR 15' j NO TES PROPERTY LINES SHOWN HEREON WERE COMPILED FROM A PLAN RECORDED AT THE BARNSTABLE EXISTING WELL \% 8 COUNTY REGISTRY OF DEEDS /N BOOK 209 PAGE 57 AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. P o / 600 GAL. DRY WELL ti Will' STONE FOR FOUNDATION DRAIN ELEVATIONS ARE BASED ON AN ASSUMED DATUM. Project Title: / a 4 PVC ND ROOF RUNOFF r" ° GRADE=2°�° SIZE B LOCATION OF ADJACENT DWELLINGS G' INVERT EL. = 91.0 _ ARE APPROXIMATE ROOF DRAINS TO BE CONNECTED TO 4" PIC % � / wK A TO DRYWEL L LOT o VARIANCE REQUIRED I ' IfO MIN. WILL o W \�l s s / 600 GA / � �� 2�8 03 �t S TREE T / L� LEGEND -- LEA Hl �G / i , P PI TS W 2TP d EXISTING ELEVA 710N 104.E ST NE i `©� WE, � I J EXISTING CONTOUR -------105------- T ` .^� P Rio Q CONCRETE BOUND/DRILL HOLE CB DH o r �- � •``� �• . � � ��' _ STAKE & TACK S&T �ry '�' ir` PROPOSED ELEVATION (100X0) BARNSTABLE, I� PROPOSED CONTOUR 0 L -B, p X �� S '� ,. EXISTING TREES ' / l TANK \V �> MA . \\ f� N 0 C' Al r r- r PROPOSED- 1 to / / � , : /�� r \� . ` / u :/ F^•� / ti \o PREPARED F0ft ` ` TPFOUNDATION DRAIN 18"XI8'�;LEAN GRAVEL PHILLIP SCUDDER WITH 4 PERFORATED _ PLASTV PIPE -- TP 101 v \( TP 41 .� A M G' ssociates Inc. 40ti 28g• 911 Main Street \^r� Osterwlle/MA 02655 j 508-428-1450 TP � Drawing Title: PRELIMINAR Y Sl TE 1 PLAIN 3 O /U MAp^� Gr\ Scale: 1"= 20' EXIT TIAG WELL o _ —� EXISTING DWELLING 0 20 40 50 FEET C saHITaP''�`' ` Date: 4-/9- O Dwg No: Design: C.P.J. - Check: JV. B./C.P.J. 'SEPTIC' Drawn: Job No: 2.040Z 0 Sheet 1 of 2 MANHOLE COVER BROUGHT TO FINISH GRADE . , NOTES: BRICK LEvr:uNc Revisions: AS IRM OR SOIL TEST PIT DATA 'r�" !T a/ 1)DISTRIBUTION BOX TO WITHSTAND H-10 AANUS7MENT (2 MIN—SS MAX) DATE DESCRIPTION 12' MIN � T ORADING TRAVELE UNLESS WAYS WHEREBYUNDER E�H�20 DRIVES INDICATES V INDICATES OBSERVED COVER PERC �:r GROUNDWATER •, • • r' • • • ,' ' ;` - SHALL APPLY. FRAME AND COVER ,t /S 2 PROVIDE INLET TEE AS SHOWN WHERE FRAME TO BE SET IN 4 IN ) FULL BED OF MORTAR TEST • TEE SLOPE OF INLET PIPE EXCEEDS 0.08 FT/FT PEASTONE FILTER P`���3 •, (ate Mote OR IN A PUMPED SYSTEM. LAYER I I ,r �o ,F ,• 3)FIRST TWO FEET OF PIPE OUT OF THE - ..- TP N0. 8 TP N0. 9 PRECAST STEEL 6 �_: -.. �.. .. ' S DISTRIBUTION BOX TO BE LAID LEVEL GRD. EL. 99.(6 GRD. EL �o/, / _ REINFORCED _ 5" N• .+ ,' 4".Pvc , �� r/ t PLAN VIEW 4)RECOMMENDED MANUFACTURER- 24- '- •• - •••• GW. EL No wA7ER GW. EL A/o wA1ER SEPTIC TANK 4-6 +r INLET 4'-0' MIN. OUTLET �. ROTUNDO OR APPROVED EQUAL . • :: ; • ;.' TEE LIQUID DEPTH • ••i ••• •• ' 0 — Top S o i L O • 6' MIN. 3/4' TO 1-1/2'STONE (i " •�3/4-• . . • . . 1 L _J +, +, a REMOVEABLE COVER 1-1%2' • •• •. t DIAM. • •• •• SANDY [� 1 , 1 , ( + , • t + •+' • ! + ( ` ( � ` • t v a•5' 5' DIA. OUTLET(S) 5' DIA. INLET *CRUSHED _ / • •• : ' • STO"E . • • 2 wfTr► 2 7oP 24" DIA. MANHOLE COVER `' BOTTOM •ON•LEVEL STABLE BASE a :P - .-._ • WATERTIGHT .(r"; ) 5 • , , .• ANDS, '>AmbS SVt�SOIL o > ti• • A • �• .� • JOINTS (TYP) •; • •' . . •' 4' INLET �} • 3 Q�� c�a A�tL 3 PLAN VIEtW 4' OUTLET �' • • ' �•' ' � References: 4 4 NOTES CROSS SECTION VIEW �s" - • • • 2 • • • • - •" I ' I 5 5 1) SEPTIC TANK TO WITHSTAND H-10 LOADING 3) INLET AND OUTLET TEES TO BE CAST IRON, 1� ~_• _ —1 ' • UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED SCHEDULE 40 PVC OR CAST-IN-PLACE CONCRETE. f'' 6 6 WAYS, WHERE BY H-20 LOADING SHALL APPLY. TEES TO BE CENTERED UNDER MANHOLE COVER. a'"� •:� BOTTOM �STABS •" • •�:• •- 2 � ' a �` BASE 7 coAASC YEccLuJ 7 2) ALL PIPE CONNECTIONS AND CONCRETE CON- CROSS SECTION 'VIEW 6- MIN. 3/4' TO sA,,bS M�D\vM- STRUCTION TO BE WATERTIGHT. 1-1/2- STONE 8 8 °flRSF 5��� SEPTIC TANK DETAIL N0. OF GALLONS: ��a DISTRIBUTION BOX DETAIL PRECAST CONCRETE LEACHING PIT y 9 "A"b SOrTs 9 NOT TO SCALE NOT TO SCALE CAL LOCUS MAP — NOT TO SE — SCALE: 1"=2083' 10 co�sC c� 10 Sallo e _� DESIGN ANALYSIS S 11 G a7To fA11 12 13 0 ' DESIGN FLOW: 5 BEDROOMS P //0 6.P13.y/DAY DATE: DATE: 2- 30 - e8 SSO (1•. P. L MIkE Do�ovAA1 V,E. F TESTBY: TESTBY: M, rJoV AN r.E, Project Title: SEPTIC TANK REQUIREMENTS: WITNESSED BY- WITNESSED BY: P-7a,33 So CT. P 0, x 150 % = as (SAL. �, DvNNIu(� PERC RATE: PERC RATE: USt a000 (o ILL, MIN./INCH MIN./INCH LOT 2 TP N0. /O TP N0. WILL 0 W GRD. EL. /00,3 GRD. EL LEACHING FACILITY REQUIREMENTS: GW. EL wv wATE�I GW. EL �;SO �, P, D. S TREE T 0 p 1 w/2 ' STonit WES T 2 2 s IocwLL ARIA 3.5' "� ri's') _ 80.s F 3 Svt3soll 3 30-r-) oM APeA _ s _ 76SF_ BARNSTABLE, 4 4 Tv`r A L ig _S MA . 5 5 LEACHING FACILITY PROVIDED: 7 7 boo 67AL PI-Ts W/a ' s to 4 P1C-b,\)MFORAN I/IEVi/ L �s /,P�,/S 6PL - r g w t ii F x � , COARSE �14N� �3o-r`l-o M = X o ,0 9 SEE SHEE� T a OF 2 r - AL - 3S3 G P 0 x d, _ �o6 Grp 11 11 7o6 G.?lb > S5506-kb, 12 PREPARED FOR:. DATE: la _ 30-$$ DATE: PHIL LIP SCIIDDER TESTBY: M. �oaoVAa �.E. TESTBY: WITNESSED BY: WITNESSED BY: 67 PERC RATE: PERC RATE: MIN./INCH MIN./INCH NOTES ELEVATIONS ARE BASED ON AN ASSUMED DATUM A.M. Wilson MANHOLE AND COVER BROUGHT UNLESS OTHERWISE NOTED, ALL CONSTRUCTION Associates INVERT ELEVATIONS MANHOLE AND COVER BROUGHT TO FINISHED GRADE Inc. TO FINISHED GRADS FINISH GRADE METHODS AND MATERIALS SHALL CONFORM TO TITLE 5 OF THE STATE ENVIRONMENTAL CODE 4"PVC-2% GRADE(TYP.) FIRST TWO FEET TO AND ANY APPLICABLE LOCAL REGULATIONS. 7\BE LAID LEVEL 2" LAYER OF PEASTONE GROUT AND SEALS TO BE USED AT ALL POINTS 911 Main Street 4" INVERT AT BUILDING �� PROPOSED _ WHERE PIPES ENTER OR LEAVE ALL CONCRETE Ostervllle/MA 02655 DWELLING O 1(0.g y ��'� <> ,o Z 3/4"- 1 1/2" WASHED STONE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT 508-428-1450 yS. SEAL 4 INVERT AT SEPTIC TANK (IN) y 6' e o 3 s PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION BOX, Drawing Title: SEPTIC TANK 94 . 6 . 6 3 AND LEACHING FACILITY TO WITHSTAND H-10 LOADING 4" INVERT AT SEPTIC TANK (OUT) TO BE INSTALLED ON A UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELLED �--LEVEL & STABLE BASE. BOTTOM EL = "7.2 D WAYS WHERE H-20 LOADING SHALL APPLY. 4" INVERT AT DIST. BOX (IN) �1�. 23 ' /17D ; LEACHING PIT ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SUBSURFACE 4" INVERT AT DIST BOX (OUT) �� D�. SEALED WITH NEOPRENE GASKETS OR ASPHALT ' / CEMENT TO PROVIDE A WATERTIGHT SEAL SEWAGE SYSTEM PROFILE ALL PIPES IN THE SYSTEM SHALL BE SCHEDULE 40 INVERTS AT LEACHING FACILITY: — NOT TO SCALE — OR EQUAL DISPOSAL .DESIGN WASHED CRUSHED STONES SHALL BE FREE OF ALL 4" INVERT AT BEGINNING OF DIRT, DUST, AND FINES. , LEACHING FACILITY y s. S HEAVEY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 4" INVERT AT END OF n/INO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL LEACHING FACILITY NOTE: TOP AND SUBSOIL TO BE REMOVED /O' SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN AROUND LEACHING AREA IF ENCOUNTERED APPROVAL OF THE ENGINEER AND THE LOCAL BELOW EL. 95.5 AND REPLACED WITH BOARD OF HEALTH. 4" INVERT AT BOTTOM CLEAN'COARSE SAND. OF LEACHING FACILITY � °� � �� THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY SECTION 2.10 OF TITLE 5. .'N of M A CERTIFICATE OF COMPLIANCE AS REQUIRED BY Scale: 1"= AS NOTED SECTION 2.8 OF TITLE 5 MUST BE OBTAINED BY THE kRNE�` CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. OBSERVED GROUND WATER No w AIR - 0 FEET ELEVATION ENCov"nr 1'F� FA14K ,'Lt IF AN ASBUILT" PLAN IS REQUIRED DUE TO CONTRACTOR c' DEVIATING FROM THESE PLANS, WORK FOR SUCH a GIS'JT PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. Date: 4-18-90 Dwg No: Design: C.P.J. Check: Drawn: J.V.B. Job No: 2.0407.0 Sheet 2 of 2