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Home My WebLink About0011 EASTVIEW TERRACE - Health 11 EASTVIEW TERR` A= 028-003. 003 II TOWN OF BARNSTABLE LOCATION �y%1� � �� t; SEWAGE # �'4LLAGE it&g (DVS 2A I-L:�, _ASSESSOR'S MAP& LOT ZLLOO INSTALLER'S NAME&PHONE NO. % Cc) / 4Y 02 i SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ,G�l% ')I�G-G�SG��S(size) NO.OF BEDROOMS /- BUILDER OR OWNER S� PERMITDATE: �° ` �'�' ' COMPLIANCE DATE: /OVI— Separation Distance Between the: Maximum Adjusted Groundwater Table and 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._:_ i �-- 2,3 112 ASSESSORSMAPNO° e P* 583z PARCEL NO• d .F b13-4-- 5C)-71 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Alip iratiatt for Di-tipwi tl Vor1w C onMrurtt itt Arun it Application is hereby made for a Permit to COnSt uCt ( ) or R p�r ( ) an Individual Sewage Disposal System a Me ; .S - V G4STV 1C-W 2�c-�� 5 �f S © ' 3-3 ............................ ---•...... ------..-----.•.-•-.-.--.-.--- --....-•----------- .--.. . �. Location-:\ddress or Lot No. ./ ..... C .... ..........1.0-------------------•------•------------- ----------4Z........—Q5.. f.... 2e � --. Owner Address Installer Address U Type of Building Size Lot__435(P.o+_....Sq. feet .-t Dwelling— No. of Bedrooms-------- _____________________________-._Expansion Attic QYd) Garbage Grinder YO) Other—Type of Building ------NIA------------ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures -------••----------------------•----•--•--------•-•--- ------ WDesign Flow-------.5:f— -----------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capa6tvV5!?q..gallons Length---1Z--.(.o_ Width.--'�_-_(a... Diameter.-A)/.A_._. Depth_. "44w x Disposal Trench— No. ___j�� ------- Width___________________ Total Length.................... Total leaching area....................sq. ft. 3 FL0W Se at No----------.- Diameter____V A------- Depth below inlet-.:?�:.O......... Total leaching area---�8`�.....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) W Percolation Test Results Performed by.3RXTt�. -l.NX�___� Q_�N_Cs.�............... Date....... f ZGls�........_.. Test Pit No. I_-_._Z_.----minutes per inch Depth of Test Pit--- Depth to ground water_.Q[tl0�........ fs. Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water...... tu4�LNnh?Q T a ........-.................................................................................................................................................... 0 Description of Soil...... ... d?AA...�11 L..SU1� - `� <a?—'k 1-&=-4"---------•--- .........................................................-----•------•------•---- U W UNature of Repairs or Alterations—Answer when applicable.................. ............................................................................. -F _:.t�o.Fiz Q.sC.(2-.s-----U).«4 - A p u0 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/urther agrees not to place the plsystem in operation until a Certificate of Com ' e has een issued y the board;�f health. 1 Signed .... .il`�' ...... Application.Approved B ....::. '- - �- -- ---------------------- ce Application.Disapproved for the following reasons- ---------------------------------------. :...... - ..... ------------------------------------------------------ ----------- _ .. P. ...1.. ---- Issued ---------- Permit No. s .'- ---- Dare q �08-* 5o77E3G No._-. Fss... :f 1�.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE , �rliration for Di pawl Worlai Ta astrurtion Prrmit Application is hereby.,made for a Permit to Construct ( ( ors Repair, ( ) an Individual Sewage Disposal System`at• t` � 4 *ti. /,7. CQ5TV 1C--v�J j E2 �tc� .. —..... ------------....................... •----• '� -A —3—3 ..... Location-i\ddrcss or Lot No. ........................................ ..........4-7...... ....�f.-.'.l). V ILL c Owner Address a ••. ?...... ........................................................ -................................................................................................. ` Installer Address YP g Size Lot_-4 5 o+_..__Sq. feet Type of Building ►. Dwelling—No. of Bedrooms.___--3-----------------_ --_-.-_- --- ansion Attic 'rO � - p' (N ) Garbage Grinder YO) a• Other—Type of Building ------NIA------------ No. of persons------ ------------------- Showers ( ) — Cafeteria ( ) Other fixtures . WDesign Flow.......��-r.............................gallons per person per day. Total daily flow....................__._............._.._.._.gallons. 10 Septic Tank—Liquid capa6tv1�Q -.gallons Length C dth-_�=-�- - o fPth__4. Disposal Tench—No. . /4- �l��h To�lLengti -Tal leaching area...................-sq. ft.1-1erpage Pit No----------.----------- ` Diameter-_-_ ------- Depth below inlet..Z-O.......... Total leaching area--_'58.`.....sqc ft. Z (Nature Other Distribution box ( ) I Dosing tank ( ) Percolation Test Results Performed by.L�/�XTN_`�.,�------ ------- Date-__-_-��G��CQ........... Test Pit No. I....... -...---minutes per inch Depth of Test Pit.-.PZ..._...._._ Depth to ground water-_511JQ�......... 4 44, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water.....�NcoD.N.��. P4 ----•------------------------- ............................................................................................................................. DDescription of Soil.....:_<7..-.z4� �A AM-b-•-SUiZ.St1.tC_7 x -------.---_--------h\E-DAJQ-M•- SAS Q � "t+--(a_V_k .c.. U ---•-- W Uof Repairs or Alterations—Answer when applicable..........................................................................7...................... Agreement: x 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 Comphi�a.ce has been issued by the boird,�f health. ,. Signed _.... /1'•+` � ,tf.:.` f "r��"��,i` �'' t - - �._ Application.Approved B ...---------- � � °' �!% - ........ - ". - - Dare Application.Disapproved for the following reasons: -.-.:.. -- --------------------------------------_-------------..-_---------...----------- ------------------------------------------------------------------------------------------------------------------------ aee Permit No. ..-... .^1... ✓-../ ` . 4f�Issued ..... Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Te rtifirate of Tomplinure THIS IS TO CERTI"That the Individual Sewage Dispo'al•System constructed ( )*or Repaired ( ) by -------------------------------------- ----- `, ".. Q-----------.-----------_-----------..-..------------------------------------------- --------__-_---------- at --../' j.......--. l'�� '�r[.,p.., ..-......../�- -:'�'�r�.. ......./.,/� ---------------------------------------------- �` f has been installed in accordance with the provisions of TITLE of The St at Environmental C de as described in the application for Disposal Works Construction Permit No. - -r. �i........ dated ,�.." . -- - � V� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRV,EA= S A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.... /10e--�----- ....f .� .... Inspec�or� - ....--------=--- y ` THE COMMONWEALTH OF MASSACHUSETTS f BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE;•-•• Permission is hereby granted.............. ---------------------------------•---.....-------•---•-•-••-. -•--------••--••-•--........... to Cons ( or Rep ' ( ) an Individual Sewage Disposal Syste ,� at No.... t ct .....ZZ..._ �� t 1 "T. F'?' �..� //!- �!--------------- ... -- ------- --- ! Street f as shown on.the application for Disposal Works Constructi m t ��_.lI3�ted.. .__ _.."'.��"�_::-:_._ Board of Health ✓ ' DATE.-----.......... ............... �., FORM 36508 HOBBS 6 WARREN.INC.,PUBLISHERS w sco NoV--------r-5----- Fee-- - -- ------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[ication-*rVell Con5truction3permit Application is hereby ade for a perm to onstruct ( ), lter ), or Re )an individual Well at: ----- Location Address Assessors Map and PWc a --------------------------- _ �, --- --- ------ - -- --- ----------- C-1-1 Owner s202- Installer — Driller Address 4/ _=_J_ Type of Building Dwelling------------------3--------------------------------------- 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 Certi 'cate . Comp ' ce has been issued by the Board of Health. Sig - - - ---- - --------- ------------------ date �i 1 Y �T_ Application Approved By- - ---__-- - -----------------— - --------- ate Application Disapproved for the following reasons:------------------------------------------------------------____—_________ ---------- ------ -- --—-- —_ __ _-- --- — ----- - - --- -- - - - -- ---- ---- --- --- - ------ y _ date Permit No.--- - - —— --- Issued--- -- � � - �- ------ ----------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) b - ---- --- - -Y A-----------------------------------------------------------------------------— - - -- ---—- Installer at __�_______�= � IdLC.c.`� � C'`,-P-ate 01 M has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protect' n Regulation as described in the application for Well Construction Permit No. --- - --Dated---�- --_------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------—- -----------------------— — -- Inspector-------------------------------------------------------------------------- a.�.,..:,...-Ca:��.�'9"�`1:+�F1•ti+'�R'%•Y'TM� �rr`�yrf"'4°k'{;.r�"''try,..�..rt �„y"t.�'hf�L�.:,,��V h'-�"'�u;�S�.r,�ir1+Mv'"`�'.+�-,,�^` dq a�ns@-+fc��t�l1"lit�'SXb"�r1i��' �v�r�-rk`�u KLT ti ' No. L Fee---—=-Oa-- BOARD OF HEALTH TOWN OF BARNSTABLE t Application-*rVell Con0ructionPermit Application is hereW ruade for a permit.,to onstruct ( ), Alter ( ), or Repair )an ' ivi u 1 Well at: Lt- COP Location — Address Assessors Map nd Parc r p Owner Add s - - - --- �--- :-�----2-' ' Installer — Driller Address } Type of Building Dwelling---------------------3--------------------------------------- Other - Type of Building----------- -------------------------- No, of Persons- ---- -- ------------------- —-- -- Type,of Well------ -- -�`'` --" - YP -- - - 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 Certi 'cate .o Comp 'a ce,has been issued by. the Board of Health. :. Sign-- ------------— - - ---=----------- / date �9/1�D- ' Application Approved By 7V/y',�� date Application Disapproved for the following reasons:-- ----------—-- - --__-- -- — -- - - ______- -- —--- -- ---- - — date Permit No. �it� r� —--- Issued--- -- � - - --—------ date 1 BOARD OF HEALTH TOWN OF BARNSTABLE THIS IS TO CERTIFY, That the Individual Well Constructed (4- Altered ( ), or Repaired ( ) ------------------------------------------------------------------------------------------------------- ,,j. Installer at ------------------------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P otecti nn Regulation as described in the application for Well Construction Permit No. --------------------------Dated ---- - --- -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i DATE-------------------—- — - - —- -- Inspector------------------------------------------ - ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Vell Conoructconpermit y �J -� y Fee Permission is hereby granted- -o't✓—I I S A to Construct ( ) Alter ( ), or Repair ( ) an Individual Well at: No. --------- --`��--— Yr��? =7:'� c� -M,-M,--------------------------- - ---------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit , w No -Wq Dated-- ----------------------------------- Board of Health DATE-==-----------� �� ' I VACANT LOT UTILITIESUPOLE j TERRACE ASSIGNED ELEVATION IE W WIDE) 5.0 0, OF 100.0' ON C.B. EASTV (50 �� 2 F9 o �MENT 15 9 41 \ 3Q D ADOOF A _ 4 E r C.B N79 03 5 \ 0 FND. \J O = 32 w LOT 4 L 77 ASSESSORS LOT 3-2 3 / g ROM WELL 14� 16 150 FCb WN ON RESERVE 1 4S 5HpLAN AREA P to U LOT 10 1500 GAL / \ P 0-- / SEPTIC TANK / LOT 5 O o / ASSESSORS LD 3-3 1 55, FND \ � Ir o PROPOSED \ WELL 379,14' w \ PROJEC T L OCA RON: 98 — 130 »W �NOF LOT 5 Sg0°46 07 '" EAST VIEW TERRACE o �n�RiTH.w BARNSTABLE, MA � APPLICANT q LEE G UERIN I w ASSESSORS LOT 4 42 CROSBY TERRACE VACANT LOT CENTERTVILLE; MA YAWEE SUR VEY CONSUL TAN TS \,jw OF NOTES. P. 0. BOX 265 UNIT 5, 408 INDUSTRY ROAD N JOHN ti� —ASSESSORS NO.: MAP 28, 3-3 MARSTONS MILLS, MA. 02648 Ii ® LADER.S'CAULEY —ALL WELL AND SEPTIC LOCATIONS SHOWN ON THE PLAN ARE FROM PH. (508)428—0055 — FA X(508)420—5553 No. 35101 RECORD PLANS AT TOWN HALL [D� L —PLAN REF. LC 19731—B SCALE. 1 = 30 TE. 7/13195 \ REV. REV. JOB NO. 50778C - SHEET 1 Of- 2 ti EL. __99._0_PROPOSED TOP OF FOUNDATION 20' MIN. 10' min CONCRETE CO VERS( BRING TO WITHIN 4" scH 40 PVC PIPE 12- OF FINISHED GRADE). MIN. PITCH 1/8" PER FOOT 98.5 EXISTING CONCRETE COVERS �4 CAST IRON 12'inin. , / / / , / , , , , i 97.8 f EXISTING '" / / � OR SCHEDULE 40 4" SCHEDULE 40 P. V.C., / P. V C. PIPE FLO W LINE BOX S=0.01, D=13' CLEAN FILL ABO VE SYS 4MIN2"" LAYER ODIST 12" S=0.03, D=16' 10., S=0. 02 D=6' 1 -r/NVERT L1g"" ELEV94.5tiYASHED STOEL.=95.27 INVERT2'INVERT94.54LEVEL 0-94 79 INVERT °— _ _INVERTINVERT EL 93 9 ° 4 � .EL=,93_ 0 1500 GALLONS 94.27 EL.=_94.10 SEPTIC TANK EL'——----- 2' x 32' 3/4"-1 1/2" WASHED STONE I THREE FLOW DIFFUSERS F17TH 4'1 ON SIDES AND 4' OF STONE ON ENDS 5.2'* PROFILE OF SEWAGE DISPOSAL SYSTEM LONG POND EL=52f NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= 87. 8 ALL ELEVATIONS ARE ASSIGNED SOIL LOG * THE ELEVATION OF THE POND ON THE ADJACENT LOT IS A WITNESSED BY. R. YOUNG BAXTER & NYE REFLECTION OF THE GROUNDWATER. THE POND IS ABOUT 500' A WAY AND 45' BELOW THE LOT. � 5884 ��tN of P GENERAL NOTES PERCOLATION RATE < 2_ MIN. JOHN ti / INCH �s CAULEY � CIVIL 1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM. DATE 08-26-86 DATE 07-06-95 101 O/ RHO ` STE 2. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE I TEST HOLE 2 IVAL AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DATA. EL. = 97.5 EL. = 94 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 4. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 0,E,BW LAYERS 0,E;BW LAYERS 12" OF FINISHED GRADE. GARBAGE DISPOSAL NO 5. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE EL. =94. 14' EL. =93 12' SAME, UNLESS NOTED BY FINAL CONTOURS. Bw E SAND Bw NE SAD TOTAL ESTIMATED FLOW 330 GPD FINE SAND FINE SAND 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 110_-GAL./BR./DAY x _4__ BR.) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER Cl 10 YR-6 B Cl 10 YR-6/8 OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING FINE SANO FINE SAND SEPTIC TANK CAPACITY _1500 _ SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. C2 2 5YR-7/4 C2 2.5YR-6/6 UNLESS NOTED. FINE SAND fl/VE SAND LEACHING AREA REQUIREMENTS _��l 7. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL EL. =87 10 EL. =84 10 r ' BE MORTARED IN PLACE. SIDEWALL AREA O_74 GAL./S.F. 8. NO DETERMINA TION.HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA O. 74 GAL./S/F DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO NO WATER LEACHING CAPACITY (BOTTOM & SIDEWALL) 349 GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 9. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE NATERGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 349 -- - GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. JOB NO.: 50778C SHEET 2 OF 2. I VACANT LOT UTILITIESTp;l?RACEUPOLE l ASSIGNED ELEVATION Q T jTI1� p� WIDEN 25.0� \ OF 100.0' ON C.B. EA �5� \ r g �41.6 z�. PAS=T -� 159. 41 \ i EDo� I e 4"E \ — 5 f B IV 9 p3 L=77.32' —FND. W LOT 4 0 13 �\ \ 5 y I ASSESSORS LOT 3-2 I. 9 0 / q.a- Cb 150 FR pN O p � _14 2� - RESERVE G, v 2 AS SH o s AREA PLpT PLAN i 10 140 / 1500 GAL 1� �V 05 / SEPTIC TANK LOT 5 - O o o ASSESSORS LOT 3-3 1 \ O Q� �">l FND. \ PROPOSED \ WELL 3 .14 79 ; �E \ PROJEC T L OCA TION: 98 — 130 OF LOT 5 S8 p'46'p7 W Paula. EAST VIEW TERRACE BARNSTABLE; MA _ o \ NO. C � FEsS��P. A PPL I CA N T.• LEE G UERIN U ASSESSORS LOT 4 o� 42 CROSBY TERRACE VACANT LOT CENTER VILLE, MA OF YAWEE SUR VEY CONSUL TAN TS � P. O. BOX 265 JOHN ti NOTES: UNIT 5, 40B INDUSTRY ROAD CIVIL DERs-CAU -ASSESSORS NO.: MAP 28, 3-3 ti MARSTONS MILLS, MA. 02648 35 SHOWN ON THE PLAN ARE FROM pPH. FA —ALL WELL AND SEPTIC LOCATIONS (508�428—0055 — X(508)420—5553 �' Armor S/ STER`Ge�c``� RECORD PLANS AT TOWN HALL. —PLAN REF.: LC 19731—E SCALE.' 1' = 30" DA TE.' 7113195 RE V.• REV.- JO8 NO. 50 778C SHEET 1 . OF 2 EL. =_99._0_PROPOSED TOP OF FOUNDATION 20' MIN. j 10' min CONCRETE COVERS( BRING TO WITHIN 4" scH. 40 P VC PIPE 12'" OF FINISHED GRADE). MIN. PITCH 1/8" PER FOOT 9 8.5 EXISTING --7-7-7 / / / / / CONCRETE CO VERS g 7.8E EXISTING 4" CAST IRON 12"min. OR SCHEDULE 40 4" SCHEDULE 40 P. V.C. P. V.C PIPE P2 S=0.03, D=9' DIST.BOX S=0. 01, D=13' CLEAN FILL ABOVE SYS f MIX FLOW LINE z" LAYER Of S=0.03, D=16' 11 S=0.02, D=6' 1 -1/2" INVERT 1 10 19"� ELEV=94.5E WASHED STo —95 27 INVERT 2 MIN. E� ---=--- — INVERT FL.=94.54 LEVEL NVERT FL.=94. 79 I INVERT EL --93 9 ° 4 4 EL=93. 0 1500 GALLONS IN — 94,10 _ SEPTIC TANK EL. =_,94.27 FL.—___ 3/4„-1 1/2" 2' x 32' WASHED STONE I THREE FLOW DIFFUSERS TSYTH 4' ON SIDES AND 4' OF STONE ON ENDS 5.2'* PROFILE OF SEWAGE DISPOSAL SYSTEM LONG POND EL=52_-j� NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= 87. 8 ALL ELEVATIONS ARE ASSIGNED SOIL LOG * THE ELEVATION OF THE POND ON THE ADJACE_-VT LOT IS A REFLECTZON OF THE WITNESSED BY: R. YOUNG (BAXTER & NYE) AWAY AND 45' BELOW ROUAr TH LOWTTER. THE PO OUT 500' OF P 588.4 ��`�� Jof+n � g LANDERS-FAULgV x• PERCOLATION RA TE < 2_ MINI INCH U OWL H GENERAL NO TESN 5101 1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM. DATE 08-26-86 DATE 07=06-95 2. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DA TA. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EL- = 97.5 EL. = 94 TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 3 4. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 0,E,BW LAYERS 0,E,BW LAYERS 12" OF FINISHED GRADE. EL. =94. 14 EL. =93 -12" GARBAGE DISPOSAL NO 5. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. Bw IOYR-5/6 Bw IOYR-5/8 TOTAL ESTIMATED FLOW 330 GPD 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE FINE SAND FINE SAND OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER Cl I0YR-618 Cl IOYR-6/8 ( 110__GAL./BR./DA Y x _`�-- BR.) OR WITHIN 10' OF DRIVES OR PARKING AREAS H-20 LOADING FINE SAND FINE SAND SEPTIC TANK CAPACITY _1500 SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. C2 2.5YR-7/4 C2 2.5YR-6/6 UNLESS NOTED. FINE SAND FINE SAND LEACHING AREA REQUIREMENTS 7. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL EL. =87 10 EL. =84 10 BE MORTARED IN PLACE. SIDEWALL AREA O_74 GAL./S F. B NO DETERMINATION.HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA 0. 74 GAL./S/F DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO NO WATER LEACHING CAPACITY (BOTTOM & SIDEWALL)349 GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 9. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCA TION OF ALL UNDERGROUND - - UTILITIES PRIOR TO ANY EXCAVATION. THE WATERGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 349 _ GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. JOB NO.. 50778C SHEET 2 OF 2. L VACANT L�T UTILITIES ACE - UPOLE ERR ' _ r�1, -� T ASSIGNED ELEVATION T VIE , WIDE) 5.0 0; OF 100.0' ON C.B. EAS (50 04 of pAV—T 69 159. 41 \ I 1 0 4"E � \ / FND N79 03 5 \ � ' \ �°' ��°O L=77.32' -� o � � LOT 4 \l �\ \ 5 �'�r I ASSESSORS LOT 3-2 I 9 0 FROM WELL _ RESERVE 2� AREA A5 0T pLAN �s — 0 - 140 / 1500 GAL �'� t4 os 1 —E� / SEPTIC TANKcn oG l LOT 5 � � �V 'P TIP � � 90FE5S �P� ASSESSORS LOT 3-3 suFM � Q 'l 45. FND 0 155 \ PROPOSED WELL 379.14 ql / wa \ PROJEC T L OCA TION: � 98 — 130 LOT 5 / S80°46'07 W O F EAST VIE W TERRACE zt� BARNSTABLE; MA. JOHN _ o LANDERSC1iULEY AP ICANT.• LEE GUERIN w ASSESSORS LOT 4 No.CIVIL 5 I101 v 42 CROSBY TERRACE o VACANT LOT o� TE�� k� CENTER VILLE, MA FS lar AL YAWEE SUR VEY CONSUL TAN TS P. O. BOX 265 NOTES: UNIT 5, 408 INDUSTRY ROAD i —ASSESSORS NO.: MAP 28, 3-3 MARSTONS MILLS, MA. 02648 r, —ALL WELL AND SEPTIC LOCATIONS PH. (508)428-0055 — FAX(508)420-555J SHOWN ON THE PLAN ARE FROM RECORD PLANS AT TOWN HALL. -PLAN REF.: LC 19731-B SCALE.' 1' = 30" DA TE.- 7/13195 REV. REV.• JOB NO. 50 778C SHEE T 1 OF 2 _99._0_PROPOSED ' TOP OF FOUNDATION 20' MIN. 10' min CONCRETE COVERS( BRING TO WITHIN 4 SCH.. 40 PVC AIPE 12" OF FINISHED GRADE). MIN. PITCH 1/8'" PER FOOT 98.5 EXISTING —7-7-7 CONCRETE COVERS / / ' ' 97.8E EXISTING 4'" CAST IRON 12 in in. ' ' / / / i / i . i i / OR SCHEDULE 40 4" SCHEDULE 40 P. V.C. P. V.C. PIPE S=0.03, D=9' DIST. r2 FLO W LINE BOX S=0.01, D=13' CLEAN FILL ABO VE SYS 41 MIN . S=0.03, D=16' S=0.02 D=6' 1 /z"� INVERT 1. 10"' 19" ELEV 94.5a' WASHED STO -95.27 MIN. EL.-- 7 INVERT f 2' O INVERT EL.=J4._54 LEVEL o a o 0 0 ° EL. =94. 79 INVERT _ INVERT INVERT EL -9—9 ° 4 4 EL=93. 0 1500 GALLONS 94.27 EL.=_94.10 SEPTIC TANK EL' ----- Z/x 32' 3/4"-1 1/2", WASHED STONE I THREE FLOW DIFFUSERS T$TTH 4' ON SIDES AND 4' OF STONE ON ENDS 5.2'* PROFILE OF SEWAGE DISPOSAL SYSTEM LONG POND EL=524- NOT TO SCALE BOTTOM OF TEST HOLE OR USG.S PROBABLE WATER TABLE EL= 87. 8 _ ALL ELEVATIONS ARE ASSIGNED SOIL LOG * THE ELEVATION OF THE POND ON THE ADJACENT LOT IS A WITNESSED BY-. R. YO UNG BAXTER & NYE REFLECTION OF THE GROUNDWATER THE POND IS ABOUT 500' AWAY AND 45' BELOW THE LOT. P# 5884 PERCOLA TION RA TE 2_ MIN./ INCH o� j H OF GE'NE'RAL NO TES JOHN, ti o LANDEP,& I'LFY 1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM. DATE 08-26-86 DATE 07-06-95 CIVIL 2 THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 No.35101 � R o � AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DA TA.' Fgis �ssi EL. = 97.5 EL. = 94 A E 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 3 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS , 4. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN O,E BW LAYERS O,E,BW LAYERS 12" OF FINISHED GRADE. GARBAGE DISPOSAL NO 5. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE EL. =94. 14 EL. =93 12 SAME, UNLESS NOTED BY FINAL CONTOURS. Bw IOYR-5/6 Bw .IOYRA5/8 TOTAL ESTIMATED FLOW 33O GPD 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE FINE SAND FINE SAND ( 110__GAL./BR./DA Y x _'__ BR. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER Cl IOYR—6fB Cl IO YR—6/8 OR WITHIN 10' OF DRIVES OR PARKING AREAS H-20 LOADING FINE SAND FINE SAND SEPTIC TANK CAPACITY _ _1500 SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. C2 2.5 YR—7/4 C2 2.5 YR—6/6 UNLESS NOTED. FINE SAND FIAVE SAND LEACHING AREA REQUIREMENTS 7. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL EL. =87 10 EL. =84 10 BE MORTARED IN PLACE. SIDEWALL AREA O_74 GAL./S.F. 8. NO DETERMINATION.HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA O. 74 GAL./S/F DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 349 GAL. OBTAIN SUCK DETERMINATION FROM APPROPRIATE AUTHORITY. NO WATER 9. THE EXCAVATOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCA VATION. THE WATERGATE WAS NOT FO UND, THE GENERAL RESERVE LEACHING CAPACITY 349_ GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. JOB NO.: 50778C '-° SHEET 2 OF 2 VACANT LOT CE UTILITIES �. UPOLE TERRAc ` ASSIGNED ELEVATION VX� ' WIDEN00OF 100.0' ON C.B. T �5q 00 - o A�MENT 159.41 \ l EDGE T o 4"E' \ i 5 FND N79 03 \ 4 .O L=77.32 - o 9� �� \ OT 4 ASSESSORS LOT 3-2 OM wgf L - 1 oN w l IQ¢ d 16 RESER VE ��n'ro \A - ; AREA pLA 5' STRIPO OUT / \ a I�� Sp/ 1500 GAL 1�ED_ 98 ALL AROUND s / SEPTIC TANK l TP LOT 5 O a / ASSESSORS LOT 3-3 8 5 43560E sf C.B. 0 155' FND. \ Ii \ PROPOSED W WELL 379.14, ql / PROJECT LOCH TION. LOT 5 �- 98 — 130 46'07"W / S8O e OF TERRA CE BARNSTAELE; MA p K OF PAULA. MERITHEW _ �,N No. y APPLICANT. LEE GUERIN W NDERC CAULEY � SESSORS VIL ig LOT 4 Ago P� 42 CROSBY TERRACE No3 5101 VACANT LOT �9N CENTERVILLE,, MA 11;T ``ssro t YAWEE SUR VEY CONSUL TANTS P. O. BOX 265 NOTES.- NOTES: UNIT 5, 403 INDUSTRY ROAD -IT IS OUR BELIEF THE LOT IS OT WITHIN A -ASSESSORS NO.: MAP 28, 3-3 MARSTONS MILLS, MA. 02648 NITROGEN SENSITIVE AREA. -ALL WELL AND SEPTIC LOCATIONS PH. (508)428-0055 - FAX(508)420-5553 -NO PUBLIC WELLS ARE KNOWN TO BE LOCATED SHOWN ON THE PLAN ARE FROM WITHIN 400' RECORD PLANS AT TOWN HALL. „ -NO WETLANDS OR VERNAL POOLS ARE -FLAN REF.: LC 19731-B SCALE.' 1 = 30 DA TE• 7113195 WITHIN 200' FEV. R EV.- 7119195 JOB NO. 50778C SHEET 1 - OF 2 EL. _99. 0_PROPOSED V TOP OF FOUNDATION 20' MIN. CONCRETE COVERS( BRING TO WITHIN 10' min4" SCH. 40 PVC PIPE 6" OF FINISHED GRADE-MIN. OF 20" DIA:). MIN. PITCH 1/B" PER FOOT 98.5 EXISTING „ �7 CONCRETE COVERS / / Z , , z / / / / / // / , � 97.8� EXISTING t 4" CAST IRON 12"min. OR SCHEDULE 40 4" SCHEDULE 40 P. V.C. P. V.C. PIPE e 11 rj 11 + S=0.03, D=9' DIST. 12" FLOW LINE BOX S_0.01, D=13' CLEAN FILL ABO VE SYS MIS! YER OF 5=0.03, D=16' , 2 to t 10" 1 -1/2 INVERT 'MIN. 19 ELEV=94.5f WASHED STO EL.=95.27_ INVERT — 0 000000000 -94.54 0 00000000000 ° INVERT EL.—___ ° °°°°° ° ILEVEL 1 ° ° 0 O O O ° EL.=94. 79 EL =199 ° 4' 4 000000000000000 000000000000000 000000000000000 INVERT INVERT - - � EL=93* 0 000000000000000 0000000a o00000 000000000000000 94.10 EL.=_94.27 EL._----- ,� 1500 GALLONS 3/4"-1 1/2" ( 12' x 40' SEPTIC TANK BOTH THE SEPTIC TANK AND DIST. BOX SHALL WASHED STONE FOUR FLOW DIFFUSERS WITH .4' HA VT THE FOLIO WING.' ON SIDES AND 4' OF STONE ON ENDS 5.2'* -6" BED OF NATIVE STONE BELOW THE STRUCTURES PROFILE OF AND WITHIN I' AROUND THEIR PERIMETERS. -SET LEVEL, WATER TIGHT AND TESTED FOR EQUAL DISTRIBUTION. SEWAGE DISPOSAL SYSTEM -MAXIMUM OF THREE FEET OF COVER. LONG POND EL=52f NOT TO SCALE BOTTOM OF TEST HOLE OR VSGS PROBABLE WATER TABLE EL= 87.8 _ ALL ELEVATIONS ARE ASSIGNED SOIL LOG * THE ELEVATION OF THE POND ON THE ADJACENT LOT IS A A BARTER & REFLECTION OF THE GROUNDWATER. THE POND IS ABOUT 500' WITNESSED BY: R. YOUNG " NYE) A WAY AND 45' VERTICALLY BELOW THE LOT. T. McKEAN P# 5884 GENERAL NO TESPERCOLATION RATE 2_ MIN./ INCH JOHN�c LANDEAS-CAULEY 1. THIS PLAN IS FOR CONSTRUCTION OF A NEW SEWERAGE DISPOSAL SYSTEM. CML DATE 08-26-86 DATE — — Na 351om 2 THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 � AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DA TA: • EL. = 97.5 EL. _ 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A NUMB OF BEDROOMS 3 4. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN O,E,BW LAYERS 12" OF FINISHED GRADE. EL. =95. 24" GARBAGE DISPOSAL NO 5 EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SILTY SAND LENSES` SAME, UNLESS NOTED BY FINAL CONTOURS. AND FINE SAND TOTAL ESTIMATED FLOW 330 GPD 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE EL. =91.5 72" ( 110_-GAL./BR./DAY x _4__ BR.) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING MEDIUM SAND SEPTIC TANK CAPACITY _1500 - SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. SOME GRAVEL UNLESS NOTED. LEACHING AREA REQUIREMENTS 7. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL EL. =87. 12'BE MORTARED IN PLACE. SIDEWALL AREA 0. 74 GAL./S.F. 0. 74*104*2=154 ---- * 8. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA O. 74 GAL./S/F D. 74*480= 360 DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 514-GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO WATER 9. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND REVISED.- 07-19-95 UTILITIES PRIOR TO ANY EXCAVATION._ THE _WATERGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 514 GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. JOB NO.: 50778C SHEET 2 OF 2.