Loading...
HomeMy WebLinkAbout0045 JENKINS LANE - Health 11S k-.,'n s Ln . , 6U .i3 . N Fee BOARD OF HEALTH TOWN OF BARNSTABLE Application forIPerY Con5tructionVermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel —— — ��� - ------- a�d�ox_Sd'a-__�.ew1_te`��lL� — TOwner —-- Address ct Installer — Driller Address— —— —— Type of Building ,` Dwelling------.�?©LLe - ------------------- Other - Type of Building -- No. of Typeof Well --:--------------------—- ------ Capacity-------------------- -- ---- ---- - ___ _ Purpose of Well- e-^^-es 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 Com 1'ance has been issued by the Board of Health.. Signed- —L�1 ho---- date Application Approved By date Application Disapproved for the following reasons:---- -------------------- --__�______ _______ date Permit No. Issuedclat__ - e -- -- BOARD OF HEALTH TOWN OF BARNSTAB LE (Certificate ®f (Compliance THIS IS TO CE TIFY, Thathndiv' al Well Constructed (e, Altered ( ), or Repaired ( ) by - - ---------- -- - — - -- - - - - Installer at— ---- - has been installed in ac rdance with the provisions of the Town of Barnstable Boa`rd,of Health Private Well Pgotection, Regulation as described in the application for Well Constructiorn Permit No. '"-Dated-'tom 9 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. } DATE------------------------------------------------------------ - - -- Inspector t----— --- --- ---- ----- - -- r No Fee---- Fee— L BOARD OF HEALTH TOWN OF BARNSTABLE "zip plication or eir �Con�truction ermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair(;;)an individual Well at: J_,,,�/(tj s_- 1� -t=j' ��. �S1� /e_/w,c __-��' _�`Yy __'J 9 - / — —-- ------- — ---—---- ——-- — �P Location — Address Assessors /Map and Parcel Gl f e )61!{/_DPJ )L/LLP/V -60e, --- Owner Address ' — S r -- - - -- - -------------------------- = - , Installer — Driller Address Type of Building Dwelling - IL -f' - --- Other - Type of Building -- No. of Persons-------------------------------------------------- Typeof Well—3'/' --- ---------- -------------------------- Capacity---------------------------------------------------------------------- Purpose of Well- b-^-92 Tc---_------- 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 Com.l'ance has been issued by the Board of Health. Signed cire1-� ! - ------------------------- date Application Approved By ,—�lN�p. �-- ,=�'� — '�r_ / � 2, / •� 'date"— Application Disapproved for the following reasons:------------------_________________—_—____—_ _ --------- -- - - ----------------------------------— -----— - - ---- -- —-- - ----— --___ --- --— date Permit No.- `' - ' "'-- -------— -— Issued ; -------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certifitate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( `) Altered ( , ), or'Repaiied - by------- ----r- ---------------------------------------------------------------------------------------- ---- ------ Installer 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. �"� '-'~-o Dated-'7-7- I- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------— -- Inspector---------- - - —--____------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Vern Con5tructionpermit No.- - -�--� Fee- Permission is hereby granted-------- --- "-- _______________-------__--------- -- - to Construct (Y), Alter ( ), or Repair ( ) an Individual Well at:No. F. - --- ---- --------------------------------- Street as shown on the application for a Well Construction Permit No.- -`-"-`------- '`--`-r-- ----------— - --- - � - Dated---,--.- f, f, __ Board of Health DATE-----�/'�_�/_-._��_--------------_________ i `., 77 . � .. ,.."....7....',.},„�� t.'^'l-.wi"F..-^r..ri,.A!^^'.+�`�_,c..>^y="'r.�'b9."r'4'_.2: <. . ro t;'-.N"y c �. e..'. "',5 :,t,i'...,.-;r...cv"�''•r`}�'�.i-.. Log ,Number: Bottle # BC 624 Date: March 9, 1990 s �.i°4Msa BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE v BARNSTABLE, MASSACHUSETTS 02630 � s �tAss DRINKING WATER LABORATORY ANALYSIS PHONE362-2611 Ext. 337 Client: Greenbriar Development Corgollector: Sealy M. O'Brien Mailing Address: tote. �eb Affiliation: _ Rea it wept. Centerville, MA U2b.-3? Time & Date of Collection: 3/7/90, 11:35am Telephone: Type of Supply: Well Sample Location: Lot 11, JenK1ns Lane Well Depth: leu, W. Barnstable, KH Date of Analysis: J///gu, 1:1upm PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 pH 6.0 Conductivity (micromhos/cm) 74 500.0 Iron m) 0.1 0.3 Nitrate-Nitro en ( m) <.1 10.0 Sodium ( m) 11 20.0 Copper (ppm) <.1 1.0 I . XX 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. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates REMARKS: CC: Barnstable Board of Health 1l7/85 Laboratory i,rector , ` ,,.r` Explanation of Test Results Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality 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 contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest anv well water that is not approved. pH pH is the measure of acidity oralkalinityof 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. Conductivity Conductivity is a measure of the dissolved salts in sabition. Amounts in excess of S00 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 pptn or greater may: give the water a bittersweet astringent taste, cause an unpleasant 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 - .b ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a 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 sources 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 health 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 Inw:sodium diet. if the water supply has more than 20 ppm sodium, it is up to the people who are 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 indicate that there maybe ocean water or road salt runoff water getting into the well. BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client : GREENBRIER DEVELOP CORP Collection Date : 03/07/90 I Mailing Address : BOX 510 Date of Analysis : 03/12/90 ROUTE 28 Type of Supply: WELL CENTERVILLE MA 02632 Well Depth (FT) : 120 Telephone: 771-3616 Sample Location: LOT 11 JENKINS LANE LAT. (DDMMSS) : Not Given W BARN LONG . (DDMMSS) Not Given Collector : SEAN O ' BRIEN 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 Contaminants Anal . Result MCL Detection Meth. ug/l ug/1 Limits (ug/1) ------------------------------- ------------------------------------ Chloroform 7 4 .7 0 . 5 F .. F M tt, f 1 y Only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting . NOTE: Contaminant levels equal to or exceeding the Detection . Limits are reported. Contaminant levels below the indicated Detection Limits are reported as -ND- 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 y 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 * 1 , 4-Dichlorobenzene 75 * level not exceeded * 1 , 1 , 1-Trichloroethane 200 * level not exceeded * Trichloroethene 5 . 0 * level not_ exceeded * Vinyl Chloride 2 . 0 L level not exceeded * Comments or additional compounds found: + Bernard E . Bartels , Ph . D. . Laboratory Director F�s....... ..tq.e.?..... • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........OF......... i •. T I ,� r1tr�aiun for Di-spuua Turku C�ua���r�tctuaa rant# ?'�' Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal Sstem at* •.•...................................•- it 1,5...... N..6 ..Ul?... �� .� �f .1� �� .. Loc lion.Address or Lo N� ........C_Di ..... .Q:.... �x._ .l..oj__� 11�.7� ,1 . 1..... y ......... Owner f /.... ......-�:!.: �.e. — - ..Address . -----------------••-— a �J.:. .. L............. Installe Address / Type of Building Size Lot..... 2Q -Sq• feet U Dwelling No. of Bedrooms.__...... i..............................Expansion Attic NO Garbage Grinder (4P Other—Type of Building ---------------------------- No. of persons............................ Showers ( . ) — Cafeteria ( ) Q+ Other fixtures ._...---•-•------•--•---------•-•----•-•----•------._.....-•-•-•----...---•-----•--•---------------•----•----- W Design Flow.............................55........gallons per person per day. Total daily flow-----------------.._._?�..D...............gallons. 134 Septic Tank—Liquid capacity...Ih,6,6.gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area......... .._sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 7lzs leg Z Percolation Test Results Performed b i/t�_..��fr�rt_---------- `--G�1-_-- �------ Date__...._.1._2y... �....... Y ° / Test Pit No. 1................minutes per inch Depth of Test Pit...._ :. _ Depth to ground water.....No-__Gl1.eS�L7 Test Pit No. 2........?—....minutes per inch Depth of Test Pit-------1.5..... Depth to ground water..---N.0.... --. a ------------------------------• -------•------•---------•--------- .......... .........��j �p Description of Soil....... 1 .. - P� = �"'QD Via^ t.. �1, 2-_l�_.__lYt�d: F E?r� .3. ' �...................................................................................................... VNature 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 TITS; 5 of the State Sanitary 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.............. \�ccam� Da.- Application A roved B 1.6 •,'"'� ... _ ' PP Y ate Application Disapproved for the following reasons------------------•--------------------------------------•-----•----------------------------•-•••--•-••-----•---- Date PermitNo.......... ......................... Issued-------------------Date------------------------------- THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A- �C&L DATA rw- No.... .1�.:I....�:: Fes$..... ��. ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ .t{Al.......OF......... �a ....................................... Appliratiun for Eliopnottl Works Tonotrurtion rrmit Application is hereby made for a Permit to Construct V) or Repair ( ) an Individual Sewage Disposal System at: - -- -------•--....--••-----•--....... Loc tion-Address or Lot No 1 s ..........'...t.. �'7.• -=.:.� .. ..�v .. �' C"......./lam /� / Oiwner .................. Installer Address UType of Building _ Size Lot____-`---` _.��•.0_/V..Sq. feet 1-1 Dwelling—No. of Bedrooms........................................Expansion Attic (U o) Garbage Grinder (V&) Other—Type T e of Building No. of rsons....._...__......_......... Showers — �. YP g ---------------•---------... ' Pe ( -) ---..Cafeteria ( ) dOther fixtures .--•---------------------------•------•--•--•--..•.....----------•----------------------...---•-•-••-•------•--•-• . •••--- W Design Flow...............................6_5..........gallons per person per day. Total daily flow____-_---_-_.---.-.�-'...330................gallons. WSeptic Tank—Liquid capacity...tr_ri,gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter..............,..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `7 j� S j'?9 V a Percolation Test Results Performed by...... f_._¢ !�...............'.......�2�........ Date____....! �.... 5........._.. Test Pit No. 1--------:?.....minutes per inch Depth of Test Pit___._.-.`.. Depth to ground water_.___....F_.................. f%4 Test Pit No. 2........Z:....minutes per inch Depth of Test Pit.......:!:�__.... Depth to ground a _ water-__-_ ...••----•-•...........•-•-•--•..............•••-•-•--••-!--�•_••-.-_-_-_•-•-!......�1 ` _ODescription of Soil.......... ----•-... =_ ......_ . .. .> tll i 3 ti t 1.. . . '. .. f _ i.. r t .. .' t--;}-'------7���_r....r.---• /?+� ._1=-�- -t�'......rin./lti...� UW .....••----------•-------------------------•-..............._..lf. !_.._...s_..._..--------------------------------•-----------............................................................. 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 TIT1:L 5 of the State Sanitary 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............. ` - �----•-------------------------- ....... --��-.._ . � erAPPlication Approved B -•••-•......•-•-- ............ a ' �J Application Disapproved for the following reasons---------------------•---------------------------------------•--------------------------------------------.....-- --......•-•-••-••--•.........•••--••••-••-••-•-•••-•-•-•...-••-•-•••........•••-•.....-•--•••-••-••------•-•-•--••-•--••••••••-••-•------••-----•••••••-•-----••--•••-•••-----•.............•--•-•••... Date Permit No..........CC��c/ ."../Z. ......................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........; fisi&W........OF...... 'r��.,it�rT =.: .................................. Trrtifirate of Tootplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed O or Repaired ( ) by......... IS '.:... :....._l�?:: l`......... t......-•--•....................•----•-••••---••-----•••••-••••-•-•-•-•-•-........••--••-•-•-•-••---....••-•••-•-•--....••••.......----...--------- Installer at................ ...............I . U . ttt .t I �:A e-A 7��L Z• •--- 4 C, -----------------I•.....•. ... has been installed in accordance with the provisions of 11" �.�'' 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No........3�e ....... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............................................................................•-- Inspector..-•----•----•----------.......................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH // �cnWA).........OF........ t .f 4/").5-,4. .4:.•f .......................... No._... .:.11 - FEE.. ......... Rapooal Work, 0onotrt ion prntit Permission is hereby granted...../,1:'!_. _. J..._.-J /?K-!-,7-`_---- ..-_._•&k_j................. ................ 1.11 to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No...t.t= I r/ i F !_< ,' ! ,l «1. r-r-, -• =1" -f!(° _ Street 1' as shown on the application for Disposal Works Construction Permit NO_A-y __ Dated.......................................... 7 - --------------------------------------------------------- DATE. --�. ��/, Board of Health FORM 1255 HOBBS & WARREN, INC., PUBLISHERS A 20' MINIMUM OR AS INDICATED ON PLAN NOTES: • ��S INTERCHANGE f 1 V MIN, r � 5 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E. BARNSTAt3tE R� MASONRY �xTErIs1oN To 12' TITLE 5 THE TOWN OF � � �a1�3E RULES AND �RVIttE-w' BELOW GRADE BACKFlLL WITH �Z.o REGULATIONS FOR THE SUBSURFACE DISPOSAL `OF SEWAGE OS WHITE BIRCH WAY TOP of FOUNDATION 8. MIN '76rd 76'0 CtEAN A MASONRY ExTENSION To 12' AND THE REQUIREMENTS OF THIS PLAN. PIONEER PA-T / BELOW GRADE JF 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LOCUS WITHIN 12" OF FINISHED GRADE. WOOp 4' sCH. 40 PVC PIPE 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE St�E D 3Q MIN. PITCH 1/8' PER FT. " 2' LAYER OF SHALL BE MORTARED IN PLACE. ? 1 + PER Flow LINE 1/8' - 1/2" 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 10' TEE W /000 WASHED STONE <v 74 OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR OP 3' MIN. 2•-0' G�� WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING R 0 v 2' MIN. LEVEL �I LEACH 1 PGE 7A3 4•-0' PIT SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR 0L0 S MIN. ? 5 {� 3/4' - 1 1/Y LIC"D DISTRIBUTION 64,5 WASHED STONE PARKING. [ LEVEL Box 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED I �—y- RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL odo GALLON SEPTIC TANK �!w OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. LOCATION MAP LZ� 6. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE ASSESSORS MAP i Z£5 PARCEL & WAGNER FIELD NOTEBOOK # �5 7 L /0' _l rZ LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE BOTTOM OF TEST HOLE I✓� G �I i c N O. �j E 3- 2 0.. 5�,O 4 FEET 14 INCHES OR USGS PROBABLE HIGH WATER LEVEL 5 FEET 19 INCHES 6 FEET 24 INCHES CURRENT ZONING INTERPRETATION: DESIGN CALCULATIONS v SEWAGE DISPOSAL SYSTEM PROFILE _ MIN. FRONT SETBACK 3o FEET NUMBER OF BEDROOMS NOT TO SCALE J / �� 72 70 �\ r- GARBAGE DISPOSAL UNIT �-- MIN. SIDE SETBACK I_ FEET I TOTAL ESTIMATED FLOW MIN. REAR SETBACK 1 S FEET (110 GAL./BR./DAY X —3BR.) Z30 GAL. /DAY Lane I REQUIRED SEPTIC TANK CAPACITY 412GAL. rs j �Q G 70 72 _ Jenkins ACTUAL SIZE OF SEP11C TANK Oo AL P COL IO SO T T � ` LEACHING AREA REQUIREMENTS \_ - -�- g ER AT N IL ES SIDEWALL AREA 2•6 GPD./S.F. ; BOTTOM AREA �� 0 GPD./S.F. _ �rr - oA`�aJ�' -L. .{. DATE OF SOIL TEST 7 2 �9 cl C�rsaiL SIDEWALL 2TT( /0 /2)�)SF x 2,5 GPD/SF = 471 GAL/DAY q' - -L-126 � TEST BY i-cvy ( a� E It i�nc r BOTTOM TT ( Lo/�2)� SF x /•o GPD/SF = 7$_ GAL/DAY ----- 7o WITNESSED BY Scrry yUnr,lv2�r L 126.57 -Z//%�ji� �'��'✓ PERCOLATION RATE 2 MIN./INCH ? SF .-?`-4 `� GAL/DAY 72 ------- - - -- -- __!-�� \ _ .. 7 , 7s _� , �� V�2 ELL TEST PIT 1(7/ZsI TEST PIT #2 <,_ _` -9Q) BREAKOUT CALCULATION: -__- -- 78 _ c-_ __ .' 8 7e __ ___ -So 78 s2 I - 10 ELEV. 72. ELEV.= WETLAND76 - 1 _ � i i 84 / �, , i ---0.00 -0.00 FLAG - __ vv i 4 ___-._ ,�� / ,� Ss ti '=1 J � ra,�� .��,/ -i a "'S b;o'•, F � LEGEND: NUMBERS _-'_ p0 88 , I II r 1 1 ®b}•O \ �, I 72 EXISTING SPOT ELEVATION OOXO .�. . . . . . . . , . - - ; ' l� �� I ► �O_ j �.`�� EXISTING CONTOUR----•---00----- brovv,�, -� ► � oj. %,Lt FINAL SPOT ELEVATION 00.0 JJ �r FINAL CONTOUR �Ic4 �arclt ba "". p't caw... 82 P + I SOIL TEST PIT LOCATION 1.44 r ; wo ¢tc• No tJalh cr,1 TOWN WATER W W J/tcsrfC uv\ci 9+uy Ur' jl-%+')rbc \ rw \ \v/ r o , r aZ — 13,5 f — IH.O A►It� SEPTIC TANK ° ° \ t , ����\ ' 3. ; DISTRIBUTION BOX ❑ r BOTTOM OF TEST HOLE BOTTOM OF TEST HOLE OR WATER ELEV. 59,5 OR WATER ELEV. 55. o PRIMARY LEACHING PIT O 12 , ,, \ , ► , RESERVE LEACHING PIT--,, 1R" 70 WATER LEVEL ADJUSTMENT: N/,4 6 1/18/90 MORE DETAILED TOPOGRAPHY HOUSE AREA elk Wetlands L, 't t � , �, �` 1 5 12/07/89 REVISE TOPOGRAPHY & LIMIT OF WORK Saw (OLD BOG) \ �\ ; i 4 12 04 89 CHANGE HOUSE SIZE DRIVE LOC. saw TEST DATE WATER LEVEL / / 68 3 11/29/89 OVE WET. FLAG 10 RELOC. SEPTIC WELL pal INDEX WELL 2 10/24/89. ADDED WETLAND FLAGGING elk asl AL WATER LEVEL RANGE ZONE 1 9/27/89 INITIAL ISSUE LEVEL FOR INDEX WELL N . DESCRIPTION BY DEPTH TO WATER 0 DATE • .��, SEPTIC DESIGN -- /; FOR MONTH OF: SITE PLAN 8c E , WATER LEVEL ADJUSTMENT 8 .• . , �0 13s.75 LOT 11 JENKINS LANE 70 7o • • --- DEPTH TO HIGH WATER 1 68---------- REVISED LOCATION IN iL AL . . WETLAND STAKE #10 BARNSTABLE, MASSACHUSETTS No7-E�: 68 I, A1) ...roof Icader�, -� b4 connect�at ,_ `A� FOR t� �� wells N/F Thomas D. Jenkins ,� LOT 11 �.'�`°a ` °s,�° � STEPHEN �� :� GREENBRIER DEVELOPMENT CO. INC. Y 45,206 sq.ft.f APPROVED: BOARD OF HEALTH 2, Dr�vcu�a'/ Fo be GCrlytrU'k-0 o PcrV Ou: ' 1,631 sq.ft.f Wetlands wI soil a .� mate rai c. aiona. , grz'-m1,C-+C-) ® of .> 3. 146 Wor2tt /s To e67 �OA/� uNnc� L/��/ ' 43,575 sq.ft.f Upland A oA�o.aous�a�� � SCALE: 1" = 40, JOB NO. 1120 / 1120-11 SITE PLAN _ OF WORK t� STAYED AND HAY OL G7S ors �` ►sty .����_' S(LT rCfJCE IS IIJSI-A LLE D A'T'' THIS DATE AGENT Lte ` LEVY, ELDREDGE & WAGNER ASSOCIATES INC. LIMIT BNGDriB�S LANDS 01XXI XCiS PLUS US LAND SOXYMRS PERMIT # 889 WEST MAIN STREET CENTERVII.I�E MA 02632 i r 20' MINIMUM OR AS INDICATED ON PLAN 0J` NOTES. A� INTERCHANGE 10' MIN. ' S 5 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. STABLE RD MASONRY ExTENSION TO 12' 6 TITLE 5 • THE TOWN OF SAQIjj= A��s-� RULES AND LLE-W gpRN Bo.ow GRADE �Z o I �S�Rv1 TOP FouNDnTION 73.0 9ACKFILL WITH REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE; WHITE BIRCH WAY 8' MIN. 7G,rJ CLEANS D '�'` eETso R(RADEX�NSION TO 12- AND THE REQUIREMENTS OF THIS PLAN. PIONEER PATH /� 2. ALL. COVERS TO SANITARY UNITS. SHALL BE BROUGHT TO CuS WITHIN 12" OF FINISHED GRADE. woo 4 SCH PVC PIPE 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE �S�oE D MIN. PITCHH 1/6' PER FT. Q N 1 4 2• LAYER of SHALL BE MORTARED IN PLACE. � V� FLOW LANE 1/8• - 1/2' 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 10' TEE WASHED STONE 74, B o0o OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 3' MIN. < 2'-0- 4'-O•m z• �aN• o GAI-LOLEAC" WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING S�PGE RoP v� 7A3 1 PIT 3/4' - 1 1/2• SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR pL0 uc"D 7 l.5 \9 F WASHED STONE PARKING. LEVEL DISTRIBUTION 6q,5 Box 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED d RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL { OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. LOCATION MAP Q GALLON SEPTIC TANK 6. HORIZONTAL AND VERTICAL CONTROL SEE LEVY ELDREDGE '8 acai ASSESSORS MAP I Z, PARCEL l/ `_ & WAGNER FIELD NOTEBOOK #_Z UP E F.57 (c Wc. SE3- 2 0.53 LIQUID DEPTH IN SEPTIC TANK ' DEPTH of OUTLET TEE BELOW Flow LANE � � BOTTOM OF TEST HOLE 1 55. 4 FEET 14 INCHES s FEET 19 INCHES OR USGS PROBABLE HIGH WATER LEVEL 6 FEET 24 INCHES CURRENT ZONING INTERPRETATION: DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE 72 MIN. FRONT SETBACK 30 FEET NUMBER OF BEDROOMS �. NOT To SCALE 70 \ r' GARBAGE DISPOSAL UNIT 00e. MIN. SIDE SETBACK t.r FEET TOTAL ESTIMATED FLOW MIN. REAR SETBACK 15 FEET (1/0 GAL./BR./DAY X _BR.) GAL /DAY Lane REQUIRED SEPTIC TANK CAPACITY_ 44 r GAL. 72 / 70 -------- ------ S �.r.� t ;, __ ACTUAL SIZE OF SEPTIC TANK /000 GAL. �\-Jen111 _� ... .= PERCOLATION SOIL TEST LEACHING AREA REQUIREMENTS . � - - art , •-.- <� .. <_ SIDEWALL AREA 2.5 GPD. S.F. BOTTOM AREA �. O GPD. S.F. rN � �r I S 2 ��/ DATE OF SOIL TEST ?� SIDEWALL 27T `0 2 G SF x 2, GPD F GAL DAY k \ Lc4 j�14vtr qc. t ly4agr)- z TEST BY — o r BOTTOM ,Tf ( I©/2) SF x L•a GPD/Sf 78GAL/DAY �' WITNESSED BY 126.57 " ; . _-- ,.;/,' ���,�'/ \ �\ PERCOLATION . RATE � MIN./INCH _- Z SF S4 �/ GAL/DAY -" 72 WELL 78 _ - N / TEST PIT 1 /z s.Js� TEST PIT 2 <<-�� 70 BREAKOUT CALCULATION. rW .} + 7 , ` _ 78 0 78 82 1 ELEV.= 7�.o ELEV. 73.0 WETtAND7 / 84 , 1 r 1 72 0.00 0.00 Wo4t1 FLAG 86 4 1 a Tom s.,,�a o;/ 4 ! :J x ^_ _r, o S�bso�i LEGEND. NUMBERS - / ! .-� 72 �. 88 EXISTING SPOT ELEVATION OO 0 X v L�rovv , S7r\c "' � • . . , , � ) , , _„ 1 pr ' .,y. ; • , .}r � EXISTING CONTOUR-------00—__-- ) I , /rJcr/v Sar, tti « nt s,It FINAL SPOT ELEVATION 00.0 \ W " �` , 1 ► - FINAL CONTOUR 01c!!. 'aricX barro`,N Pkt . ✓ ��� , 1 _aoistCU. lim,t ofi 1 c , 1 SOIL :TEST PIT LOCATION \ , 1 , /✓c+ We fz• ("'!1 t,ht fe-r r]c+os,,} TOWN WATER W W 15, 5 I SEPTIC TANK a a DISTRIBUTION BOX ❑ , o_ �/ BOTTOM OF TEST HOLE BOTTOM OF TEST HOLE OR WATER ELEV. s8 5 OR WATER ELEv. Ss. c> PRIMARY LEACHING PIT 3> 0 ` \ r , r - 12 70 �' t r , , ' 1 _ti \ r 1 RESERVE LEACHING PIT WATER LEVEL ADJUSTMENT: 1+///4 6 1 18 90 MORE DETAILED TOPOGRAPHY HOUSE AREA elk Wetlands ,y�. � � � �- �� 70 / / OLD BOG 5 12/07/89 REVISE TOPOGRAPHY & LIMIT OF WORK saw ( ) TEST DATE WATER LEVEL 4 12/04/89 CHANGE HOUSE SIZE DRIVE LOC. saw 68 3 11 29/89 MOVE WET. FLAG 10 RELOC. SEPTIC WELL pal INDEX WELL 2 10/24/$9 ADDED WETLAND FLAGGING elk oo WATER LEVEL RANGE ZONE 1 9 27 89 INITIAL ISSUE as[ � ��. � ri � I / I I AL SS , • \ DEPTH TO WATER LEVEL FOR INDEX WELL NO. DATE DESCRIPTION BY JIL ---� FOR -MONTH OF: SITE PLAN C SEPTIC DESIGN WATER LEVEL ADJUSTMENT " .• • . �0 138.75 70 #8 __r- LOT 11 JENKINS LANE AL ,y 70 DEPTH TO HIGH WATER JIL 68_------------- IN REVISED LOCATION AL WETLAND STAKE 10 BARNSTABLE MASSACHUSETTS A10 j E5.: 68 1� � ^ # Or I. Al roo Icad -� be c�r,ncciCd ;tY+ q� FOR I f tOT-11 ' to car' wells N/F Thomas D. Jenkins , _ Y � STEPHEN � ''�' 45,206 'sq.ft.t APPROVED: BOARD OF HEALTH ALLYN GREENBRIER DEVELOPMENT CO. INC. _ Y V41LSON I rv�a�c�,o,1 CN.t Lana s qqri l,t#-c.) 1,631 sq.ft.f Wetlands : No.30216 3. 40 Wor�K _/s 7M az Z>oAlo' vNr7 z- Z7w,,r 43,575 s .ft.f Upland � �� �� ��, � _ q Pow ►s� ., SCALE. 1 40 JOB NO 1120 / 1120 11 01= V40RR, 1S ST'NKED 'AND HAYSALES or .� SITE PLAN . 5 LT rEK)C-7 15 1k)-- -A L L E D A—) THIS 15 DATE AGENT I LEVY, ELDREDGE & WAGNER ASSOCIATES INC. _ r.:+NIrT �d PERMIT 26111 BRS LdND IN aCRITI .1S P1AN1€&RS UND SURYRI'DRS 889 WEST MAIN STREET CENTERVnIE MA 02632