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HomeMy WebLinkAbout0206 COACHMAN LANE - Health 206 COACHMAN L-fit 11 T ./� A = 151 032 _rSa ,S yr'-, ra I 0 of ���o/ TOWN OF BARNSTABLE LOCATION �� - �� �� �Y'9 SEWAGE # %� ��✓� VILLAGE ASSESSOR'S ASSESSOR'S MAP& LOT l5-1_ INSTALLER'S NAME&PHONE N0. �4� �1�i'Go�r�s�`� 7 7/ .3��' SEPTIC TANK CAPACITY • �'�Sf®B 4 LEACHING FACILITY: (ty �) (size) NO.OF BEDROOMS BUILDER OR OW77-10--COMPLLANCE PERMITDATE: DATE: D - i 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) J _ Feet Furnished by Fb,4 r view A � 4 t 4 Isr -77 - /-�Z=oZY � Z If Z ' 133 4K :.-S3' 3 No. Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: O/ l PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprfcat on for Mizpooaf *pgtem Con.Mruction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot o. (f..Z:;Vq a 4 ')Af4 jp4L Owner'sAName,Address and Tel.No. L 11q AC_b19 lt1 As ssor's ap/Pazcel �_?D Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '5q$-77 10 f'©pTOC,07-t i &0,45(moc" c P/M -70 Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(Plq Other Type of Building. No. of Persons Showers( ) Cafeteria( ) Other Fixtures 1 // Design Flow w ''o gallons per day. Calculated daily flow 741/ gallons. Plan Date —1(o m°Y-7 Number of sheets P Revision Date Title 61* AiAn �J�Z Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss a this ar altlk dt V Signed Date W'S-9q Application Approved by Date Application Disapproved forte following reasons Permit No. 77'/7J—- Date Issued I TOWN OF BARNSTABLE LOCATION �6 � Cl�i "i /a �h SEWAGE # ASSESSOR'S MAP & LOT 15' VILLAGE INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (ty ) (size) NO.OF BEDROOMS BUILDER OR O PERMITDATE:WNS ' COMPLIANCE DATE: Separation Distance Between the: Feet hf*41- v tLsd Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells ex ist Feet A on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet = a ' within 300 feet of leaching facility) Furnished by r ' 3 If 13 No. 4_.- Fee ti ' ' �pu er: THE COMMONWEALTH OF'{MASSACHUSETTS {� Entered in co- dPUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Tipprication for Di!6poal *pgtem Construction Permit Application for a Permit to Construct WIORepair( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lo o. C,41V)At4 6041,IL Owner's Name,Address and Tel.No. 1G1 A(blffuc) •� A4A2-5'W S fi?A1�t o l�'Aa 645S�4— As ssor's ap/Pazcel I � I M`14$ O �� n�r 7 f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.tOK �/ ,_ �Op�CZ�C.o"t'C tC.�11�-��C-�'� �,?�j✓� �lotr=+E, iolt_ 164 i�S S Guff CFI-RAO 2¢ L, i 0049'70 r' fr� Type of Building: ` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Pq Other Type of Building P-455F No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4q0 gallons per day. Calculated daily flow L�41� gallons. Plan Date �o'�17 Number of sheets ' Revision Date Title 6/T* APO 'JkbA 4& Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) k , t Date last inspected: y Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is f this o ealt �1 pq Signed Date Application Approved by _ r Date ! Application Disapproved for Ye following reasons . r Permit No. /7 Date Issued--------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTI that the Qn site Sewage Etisposal Syste Co�sstructedd Repaired ( ) Upgraded( ) Abandoned( )by at Z0Co r 1 /7G?., !�tr�/ //f has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. T 9'-�/7r dated L1 ,7 -� l Installer Designer j' The issuance of this pe "it sha+ not be construed as a guarantee that the system function as designed. Date le)f q q Inspector �f111 1f_._- n+7 /a r j/v/ Y tr v --------------------------------------- No. ( ( 7-�— Fee r� �.••► THE COMMONWEALTH OF MASSACHUSETTS Z PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ;Miopogal *pgtem Construction Permit Permission is hereby granted to Construct(wJ05epair( )Upgrade( )Abandon( ) System located at Z G G Caa C 6 wP­o, L and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. a Provided:Construction 7,1st be copleted within three years of the date of thisDate: � � �t Approved byY1_ U V (I l y. 04i06i99 TUE 10:30 FAX 001 ENVIROTECH LABORATORIES, INC. MA Cer. No.: M-MA 063 449 Rte.130 Sandwich, MA 02563 (508) 888-6460 1800-339-6460 FAX(508) 888-6446 CLIENT: Aqua Jet LOCATION: Lot 11 ADDRESS: Route 130 Coachman Ln. Mashpee MA -2649 Barnstable MA COLLECTED BY: Chuck SAMPLE DATE: ° 4-24-97 SAMPLE TIME: 5:30 AM WATER SAMPLE TYPE: New Well DATE RECEIVED: ' 4-24-97 LAB I.D.#: 974-427/974-519 WELL SPECS.: 135' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Limits Coliform bacteria /100ml 0 0 9222 B PH pH units 6.0-8.5 7.23 4500 H+ Conductance umhos/cm 500 102 120.1 Sodium mg/L 28.0 10.3 200.7 Nitrate-N/Nitrite-N mg/L 10.0 0.15 4500-NO3 E Iron mg/L 0.3 0.97 200.7 Manganese mg1L 0.05 0.112 200.7 Volatile Organics ug/L See attached report. 2.6 MTBE 524.2 COMMENTS: Iron level is not a health hazard, but may cause taste anct staining problems. Manganese is not a health hazard, YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ®V bate Ro Id J. Saari Laboratory Di ctor =less than =greater than .TNTC=too numerous to count 04/06/99 TUE 10:30 FAX f�j004 v1) v1.1 Ci 1 �11%1 1-!..vv i s+Al, Page 2 of 3 Aniilyti0al LabOratorjes, Inc. CERTIFICATE OF ANALYSIS Entvirotech Laboratories, Inca Date Received: 4/28/97 Work Order /# 9704-00528 7 Samp e 1 AIViP SLE DESCRIPTION: LOT 11 COACHMAN �- WATER COLLECTED 4/25l9 SAMPLE ANALYZED PARAM.ETEIt RESU➢;TS/UNITS METHOD DATE/`Y"YME ANA1GiYST Volatile Organic Compo=ds ug/1 EPA 524.2 4/30197 12:41 MED Bromodichloromethane <0.5 ugll EPA 524.2 4/30/97 12:41 MED Bromoform <0.5 ug/l EPA 524.2 4130/97 12:41 MED Dibromochloromethane <0.5 ug11 EPA 524.2 4/30/97 12:41 MED Chloroform <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED 1.2-Dibromoethane <0.5 u9/1 EPA 524,2 4/30/47 12:41 MED Benzene <0.5 ugh EPA 524.2 4/30/97 12:41 MED Carbon Tetrachloride <0.5 ug/l P-PA 524.2- 4130/97 12:41 MAD 1,2-Dichloroethane <0.5 ug/1 EPA 524.2 4/30197 12:41 MED Trichloroethene <0.5 ug/1 EPA 524.2 4/30/97 x2:41 MED 1,4-Dichlorobenzeae <0.5 ugll EPA 524.2 4/30/97 12:41 MED 41-Dichloroethane <0.5 ug/1 EPA 524.2 4/30l97 a.2:41 MED 1;1,1-Tricbloroethane <O,5 ug/l EPA 524.2 4/30/97 12:41 IUD m Vinyl Chloride <O,S vg/1 EPA 524,2 4/30/97 12:41 MED Bromabenzene <0.5 ug/1 EPA 524.2 4/30197 12:41 MfiD romomethane <10 ug/1 EPA 524.2 4/30/97 12:41 MED Chloroben=e <0.5 ug/1 EPA 524.2 4/30/97 I0.:41 MED Chloroethane <5 ug/l EPA 524.2 4/30/97 12':41 MED Chloromethane - <5 ugtl EPA 524.2 4/30/97 14-.:41 MED 2-Chlorotoluene <0.5 ug/1 EPA 524.2 4/30/97 2:41 MED 4-Chlorotoluene <0.5 ug/1 EPA $24.2 4/30/97 12:41 MED Dibromomethane <2 ug/1 EPA 524.2 4/30/97 12:41 ME) 1,3-Dicblorobenzene <0.5 ug/1 EPA 524.2 4130/97 1�-41 MED 1,2-Dichlorobenzene C0.5 ug/1 EPA 524.2 4/30/97 12:41 MED wms-1.2-Dtchloroethene <0.5 u9/1 EPA 524.2 4/30/97 1:2:41 MED i cis-1";2-Dichloroethene <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED Methylene Chloride <0.5 u9/1 EPA 524.2 4/30197 12.:4i MED I l;l-Dichloroethene <0.5 ug/l EPA 524.2 4/30/97 12:41 MED 1:14)ichloropropene <0.5 ug/1 EPA 524.2 4/30197 1;''.M MED 1,2-Dichloropropane <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED 1,3-Dichloropr0pane <015 ug/1 EPA 524,2 4/30/97 12:4k MED 1.3-Dichloropmpene <0,5 ug/1 EPA 524.2 4130/97 MAI Mp,A 2,2-Dichloropropane <0.5 ug/1 EPA 524.2 4130/97 1 :41 MED Edvibenzene. <0.5 u8/1 EPA 524.2 4/30/97 1''1:41 MED Styrene <0.5 ug/1 EPA 524.2 4/30197 1 ':41 N SD 1,1,2-Trichloroetbane <0.5 ;ug/1 EPA 524.2 4/30/97i.1" 41 MED 0.4/06/99 TUE 10:31 FAX 005 ---------------------------------- 05/02/97 FRI 13:00 FAX 401 738 1970 R I ANALYTICAL 2004 Page of R.I. Analytical Laboratories, Inc,- CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc:. Date Received: 4128/97 Work Order# 9704-001528 Sams LOT U COACHMAN - WATER COLLECTED 4/25197 SAMPLE ANALYZED PARAMETER RESVLTSfMTS METHOD ..DATE/TIM[E ANALYST 1,1,1,2-TetrachloroeEbm C0.5 ug/1 EPA 524.2 4/30/97 12:41 MID- EPA 1,1,2,2-Tettaehloroetharle C0.5 ug/1 EPA 524.2 41.30197 12:41 MED Teirachloroethene <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED 1,2,3-Trichloropropane <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED Toluene <0.5 ug/1 EPA 524.2 4130/97 12:41 MED Xylene 0.5 u911 EPA 524.2 4/30197 12:41 MED 1,2-Dibromo-3-Chloropropane <10 ug/1 EPA 524.2 4130/97 12:41 MED Bromocbloromethane <1 ug/1 EPA 524.2 '4/30/97 12:41 MED n-Butylbenzene <0.5 u8/1 EPA 524.2 4/30/91 12:41 MED Dichlorodifluoromethane <0.5 ug/l EPA 524.2 4130/97 12:41 .MED Trichlorafluorometbane <0.5 ug/1 EPA 524.2 4/50/97 12:41 MED Hexacltlarobutadiene <0.5 ug/1 EPA 524.2 '4/30/97 12-41 MED Is a .. �oFYlbe�eu <0.5 ug/1 EPA 524.2 4130/97 12:41 MED p-lsopmpylloluene <0.5 ugfl EPA 524.2 4130/97 12:41 MED Napthalene <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED n-Prapyl6enzene 0.5 ug/1 EPA 524.2 .4130/97 12.41 MED sec-Butylbenzene <0.5 ug/1 EPA 524.2 4130197 12:41 MEU tent-Au l ry benzene <0.5 ug/1 EPA 524.2 4I30/97 12:41 MED 1,2,3-Trichlorobenzene CO.S ug/1 EPA 524.2 4/30/97 12:41 MED 1,2,44richlorobenzene 140.5 ag/l EPA 524,2 4/30/97 12:41 MED 1,2,4-TrivaethylbA-=ue <0.5 ug/1 EPA 524.2 4130/97 12,41 MED 1,3,5-Trimethylbenzene <0.5 ug/1 EPA 524.2 4/30/97 12:41 MED "''� Methyl Tertiary Buthyl Ether 2,6 ug/1 EPA 524,2 4/30197 12:41 MED Hexane <10 u /l EPA 524.2 4/30/97 12:41 8 MEb -4 No.W=-1-�==--� Fee------ -._...- BOARD OF HEALTH TOWN OF BARNSTABLE Application for Ve[[ Construction j3ermit Application is hereby made for a permit to Coist"ruct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel �L-------------------------- -------------------------------------------------------------------------------------------------- Owner Address l%� Pu , _t �---------- ------------ "'-CiG7-' '------T'L _ Installer — Driller .Address Type of Building Dwelling----= ----------------------- C� Other - Type of Building --------------- No. of Persons------------1-------------------------------------- Type of Well- -------- -- - -- -------------------— ----- - ---------------- Capacity ofWell------------------------------------------------------------ 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 C3Xtif4Gjte .of Compliance has been issued by the Board of Health. dated Application Approved By -- - --— -- `1'--1 date Application Disapproved for the following reasons:---------------------------------------------------------------------__-_----_-_-___----__------- - --------------------------------------------------------- date PermitNo. --!"—f_ = �- - -------------------- Issued--------------------------------------------------- ------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) bY------------- - ,------ --- - --------------------------------------------------------------------------- - - - --- —- Installer at-------- --- --- -- /_---------------------------------------------------------------------------------------------------- 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.Vl- 7-- ��------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- -------------------- -- -- Inspector------------------------------------------------------------------------- --� Fee------ -- - ; BOARD OF HEALTH TOWN OF BARNSTABLE Application Ar Vell ContructionPermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair( )an individual Well at: Location - Address Assessors Map and Parcel �L Owner Address ------------------------- .. -C° .r�------ -f1��" ---P/-------- Installer - Driller Address Type of Building A Dwelling �� ( tvG�- ----------------------- Other - Type of Building---------------------------------- No. of Persons -- ------------------------ 1 Type of Well-------------------------------------------------------- Capacity--------------------------------- -----—------—-------------------- Purposeof Well------------------------------------------------------------------ ! i Agreement: j The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The i Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Cer ibis to .of Compliance has been issued by the Board of Health. Signed ------- - date Application Approved By— .....-------------- 9_ date Application Disapproved for the following reasons:-------------------------------------—-------------------------- -------------- - ---- - - -- ---__--------------------------------------------------------------------------------------------------------------------------- r date PermitNo. -- 7=-_Jo - - ---—--------- Issued-------------------------------------------------—----------------------- date �,�,�:�-a�a�a�r'+�rcrx�s-e�-me��vrsa per adn rsz e>«fe news anti►e .�a'.�k�+att_�a�an'e+sp�aaeear rawe-es�s i BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired �� ) Installer at------- -l------------------------------------------------------------------------------------------------ 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-AB?7-=-��------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. l DATE------------------——-- — - ------ -- Inspector-------------------------------------------------------------------------- �sr mrmrcos��s .e�c, sssw�.oam ecr�.�s . x�omom mow am BOARD OF HEALTH TOWN OF BARNSTABLE Ive[t Construct ion Permit No. - �-��1 Fee--�6---------- i 1 _-----_____ —_---------- to Permission is hereby granted----���:�-�'µ- �---------- - -------------------------------------------- --Construct ( ), Alter ( ), or Repair ( ) an Individual Well a : No. -------- . - ---------------------------------------------------------------------------------------- i Street as shown on the application for a Well Construction Permit DatedNo. ------ -------------------------- - ------------------------- ------------------------------------- Board of Health DATE--——------ ---- — -- 1 1 i EXISTING fVELG Ir (175' T4 PROPOSED IYACH TRENCH) 16U'. FROM PROPOSED 26 LEACH TRENCH , '" Aw,Nr,R LJN A' 130 1"11i7 _ 1,74 1 ud 1.747 104 7 I t I �Q t / � � � � ".. � ' • FLAC 12tril t tt 1\ � t 1 \1 t` 11 I, ' 4���,�y���`;+4 �:: .,.��� Y _ � � ��•,. � r 1 I \ r IAA p•` � \��rT.?^: y1 . r 11Fi. ' tit ti FLAC \ ` '1it, 0 �''• 110 We Yp, 106 104 10.1 4 YS o� M4. . ' TiiOMAs J �� \` t , MCLE{.I AN , . AxSSES.�ORS hfAP: _ 151 N PARCEL: T 1 -`"T I� I'ES: � I _ _ LOCUS �� VERTICAL DATUM:. ASSUMED FROM�UA.D (NGVD +/-) -- *4y1��� CURRENT ZONING: . RF ENGINEER: DATdE MASON, R.S. Z MUNICAPAL WATER.._._IS _ AVAILABLE. BUILDING SETBACKS: WITNE43S: -JERRY DUNNING _ 3. SCHEDULE 40 -- 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM C F: 3(Y _ S: 1 f R: 15' DATE:_ 4-8-97 _ r �. ALL PRECAST UNITS` TO CONFORM WITH AASHTO H-10 PERCOLATION RATE: C 2 MIN,11 s 1 LOADING SPECIFICATIONS. `JQAG� FLOOD ZONE: �_ _ TH--1 T FI_- 5. PIPE PITCH = I ""4 PER FOOT, (UNLESS NOTED OTHERWISE j. jE t19D 113,0 _ 6_ FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. I HORIZON ELEY j 0/9 HORIZON �ELEV 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE LOAMY SAND LOAMY SAND USE OF A GARBAGE DISPOSAL. I Z5YR 4/3 j t185 6" 7.5YR 4,13 1125 RAGE LANE —_ — — -- -----�-{--- --------- _ - 8. ALL CONSTRUCTION DETAILS ARE TO HE IN CONFORMANCE WITH THE — — - B HORIZON = B HORIZON , LOCATION MAP EXISTING WELL "-� � LOAXY SAND i � LOAMY SAND STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL (175' TO PROPOSER', 30' lOYR 6/8 t16.5 3.9" IOYR sib "0 2 HEALTH REGULATIONS. LOT 11 LEACH TRENCH) _ _ ------___ _ _ 62,849 +_ S.F. `', 1 Cl HORIZON C1 HORIZON , 0. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR FINE LOAMY SAND I SINE LOAMY SAND TO CONSTRUCTION. (1.44 -?- AC.) /- ; 2..5Y 6/`3 2.5Y 613 7c _ 12.7 46" 1092 PROPOSED WELL - 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO t60' FROM PROPOSED 12z �1zs cz ORJZON 2 H R i11v-i____ EXCEED 3.0'. r FENCE LINE FIVE SAND ¢ FINE SAND ..EACH TRENCH i.` ' 2,5' 7,i 4 253' 7 j'4 120 ,a, ' t 28 /jt 11. D-BOX TO BE WATER TESTED D TO ENSURE LEVELNESS AND EQUAL FLOW. 1188 1{�QIJ 132 tO.2(1 \ i ' f + 130 �` 116 , ��� I ,' 132 pAd s is N? GROUNDWATER ENCOUNTERED 114 �- 2 136 SEPTIC SYSTE 11 .DESIGN 138 ~' i , �� � \` `, � \ '� f38136 106 FLOW ESTIMATE: FgC$� i ' I I a \ \ \ ` �' 132 _4__ BEDROOMS AT,._.�_.-GAL/DAY 1BEDROOM =A4fL CAL-11 DAY �L-- -6=' - -- 34,130 12812 t 124 x, A►E ,IhttF SEPTIC TANK: 1 n t04 i �� aes� \ _ _ _ _ _ ', ` `z _ 4Q /`GALDAB" x 880 G DAYS - AL ` �. 120, 3 - 28' 4' 102 ,` , ' I `, - _ - r'r r 120 USE 1500_ GALLON SEPTIC TANK 3r 100 r r l r LEACHING AREA: P OPOS.ED , "r- 98 21 s �� 4 spa > - - - - , ' ' , ' 1 1 _.__USE 2 LEACH TRENCHES 40' x 4' x ?` DEEPS 6 I 1 + `\ ` s �' �� '� '� "> ors:''�-^.. r r r 116, 2 TH-2 ; ti - - - r r - , . - 116 SIDE AREA: 40 + 4)2 .x 2 — 176 SF (.66) — 116 GAL/DAY BO7TOM AREA- 40' �x 4' 160 SF f 6 106 GAL DAY 94 ' ' `\ `\ `� '� \ \ lrp,P \ , <r• �/ - BENCH AT _� -� (a -_ t - _ r 4'$`r'" CONC. BOtIhtD. .- c-l t`Ac.: r - c' ti ...rs�� _ _ ELEV. = 125. X ' 92 x 2 TRENCHES = 444 GALEDAY \ \ \ `\ \` ` . \ `\ ` ` \ ` ;,'c✓� ! �...... _ _ - _ - �41 11Z ` EDGE OF FAY$ \ 92 ``' `\ \ \`\ - _ - `\\` \ ` ` ` ` - - - - - - - i 1 9 1 i L.✓ -STEM A.J .L:/ C 1 tJ 1 T T`rb v_._ -- __ 2" PEAS?ONE 4yrl COVERS WITHIN 12' OF 3i,,4, _ 1 1 '' N 108 G' �, p \ FINISHED GRADE f �., `` 123.0 __ __ (ONE INSPECTION -OVER ` 107. �� �p " 2 r r / / WASHED STONE OP OF FOL. h DATIO' TO BE Wl HIN 6" OF GRADE) j 4" PERFORATED j � 0 - ' PVC PIPE 9 `1 ` 1 j _` f r ELFV,= 117.0 & 119.0 1e 4 V 110.05 �� aw - - -- - 1 114.3 = EXISTING WELL � \ v 119.3 ELEV. D-BOX \ 6.3 102 L_.._____, L5_Q GAL f 1f878 f ELEV. (267 TO PROPOSED y LEACH TRENCH) ELEV\ `' SEPTIC TANK , 118._91z (6" OF L L.E 116.5 100 `' ` z_ 1195� (6" OF STONE UNDER OR ELLV, STONE ?'WO LEACH TRENCHES 99. 1 �' ELEV. MECHANICALLY COMPACTED} UNDER) ELEV. (40' x 4' x 2' DEEP ' R1) , (MIN. SPACING BETWEEN TRENCHES = 12') TEE SIZES: GAS BAFFLE AT OUTLET TEE (NORTHERLY TRENCH TO BE 2' HIGHER THAN SOUTHERLY) 0 - - INLET: 6" UP, 13" DOWN "r�O 6 OUTLET: 6" UP, 14' DOWN l -1�5' , r t S1 T E ANDI� EWAG.� PLAN KEY: ROVED BY: DATE: EXISTING CONTOUR: ---- __�_ -__ -_ � APPROVED _ _ Y:. f � I 1 LOCATION1. PROPOSED CONTOUR: K% EXISTING SPOT ELEVATION: 25.5 -EXISTING LEACH AREA � (LOT 2) � ( LOB' 11 COACHMAN LAND' PROPOSED SPOT ELEVATION:I ( �,-- TEST HOLE: ii '-T'= ''!�,'r'� .�r� r 1- lY.l A. 1 UTILITY POLE: -0- PREPARED FOR: FENCE LINE: i �s f EXISTING LEACH .,IDEA `� , a�° �� �� '° �, , 1 ` HYDRANT: J (LOT 13' 3 +I _ MAINE POST & BEAM Z JYA.�AS EL RETAINING WALL: crrr r� --" ! _ ____._ TREE: } DE3fARE5T-3lcLELLAh ENGINEERING rX1 s-.r, `� SC ALE: ._ ¢ ' . DATE: 4-f -97 _ 24 SCHOOL STREET P.O. 1 j BOX 3 WEST DENNIS, dASSACHUSETTS REFFRENCE: ,UAXv__Q 384 FT0H4 . DEMAREST JR., P:5�� DM 4 909D24F5) THOMAS MCLELLAN, P.E. 1 �. ASSESSORS YAP: ._ 1511 � T it S 1HOLE —L, S `�' L+ S._ N t It PARCEL. __._ _ -- LOCUS s `-- 6' 1i _ ______� ___.� 1. VERTICAL DATUM: A.S`SUMED FROM 4rc '�� CURRENT ZONING: _ RF r ENGINEER:ER: DALE MASON, R.S. MUNICAFAL WATER_ IS AVAILABLE, a d BUILDING SETBACKS: ' WaTNE' S: JERRY DUNNING ---_ 3. SCHEDULE 40 -- 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. - -8 -97F: (' S. 1S R: 15" ATE: 1 ----- -- — 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 v 1 y PERCOLATION RATE: � 2 YIN INSPECIFICATIONS. y 5 ----------- - LOADING tL3FLOOD ZONE: T 5. PIPE PITCH = _ 1,�4" PER FONT, (UNLESS 'VOTED OTHERWISE). �� � �., T tI-' 1190 _ _T H_2 1130 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. A HORIZON ^— —IELEY— 0;A HORIZON' iELEY 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED I0 AC OMODAfiE THE .AA,W SAND j IAA1fY SAND ' USE OF A GARBAGE DISPOSAL. _ ? 6" 75YR 4 '3 1185 &" 7SYR 4/3 1125 RACE LANE �--- ___�___�______e_��__ .____._._.. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE B HORIZON xoRlzoN STATE OF MASS. ENVIRONMENTAL CODE TITLE FIVE) AND LOCAL LOCATION MAP EXISTING WELL LOAMY SAND I LOAF SAND j (175' TO PROPOSED 30" a 10YR 6/B 1t6 S tOYR 6 f 8 1t02 HEALTH REGULATIONS. LOT 11 LEACH TRENCH) ! Cl HORIZON m--~�-- Cl HORIZON -- � 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR 62,849 ± S.F. I " FINE LOAMY SAND FINE LOAMY SAND; z.sY 613 2,5Y 613 TO CONS TRUCTION. 2.71.44 O 75" 1092 PROPOSED WELL 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO 160 FROM PROPOSED 122 126 C2 HORIZON C2 HORIZON , LEACH TRENCH �, , FENCE LINE .FINS SANZ? I I FINE SAND i EXCEED 3.0. g 120 '� 1zB zsr 7_14 25Y 7/4 11. D—BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOK � ' f 13A_ < 108D 132" 1 102D 1+116 + a + 130 S� 1 IC , 132 Y P�_�_--� ,fir„> GROUNDWATER ENCOUNTERED 114 f + , / �, RO 1 i , ' , ' , 134 l_oo - / 112 ; 1 ,,, `, ' ss SEPTIC SYSTEM .DES'l G 108 , 110 f f ry ,� vv v vv �� �' 13B136 FLOW ESTIMATE 106 ' �` ` \ 'I34,132 _- BEDROOMS AT_!M-G AL/DAY/BEDROOM -�Q_ GAL,/DAY �' t 30 126 lqq �'y� y,* \`\ \`\ \\,\ \. ! 128 124 SEPTIC TANK' `s4• jr DWELLING 2.H 104 ,r + •\ •\ _ _ _ -r r -,t22 �a GAL/DAY x 2 DAYS 880 GAL 102 t f ' , `ei'� + \ t .. USE E 1500 CALLON SEPTIC TANK 2B' 36' loo i r / �► \ \ ` 120 LEACHING AREA: PROPOSED DWELLING 98 USE LEACH � S TRENCHE 40' x 4' ' P _ x_2_ DEEP),,--- IK 96y 7'H-2 i; yti �� '�� '��' . .. '�--p._•--"'' � r J l ' - fie _ G t'�I;�DAY SID: AREA 40fi422X2 - 176SF (.66) = 116__.. 94 y y4 '\ `♦ \, BENCHMARK AT BOTTOM AREA. 40' x 4' = 160 SF — (66) = 106 GAL/DAY li4coNc. 90L1h'D TRENCH CAPACITY = 222 GAL {DAY .x 2 T R :Y C h E t`s =- '444 liAL �DA -, 1 92 112, 5 EDGE OF PAGE � f 2 92 - - - - - - - _ SEPTIC '�'! 1 t 1. 0 ' SECTION . \ ` \\ ' ♦ \ > ` ` _ _ _ - r, _ __ _ �_ - - _., ( 2', I'EASTOI�r L 110 &fx� � 1ff \ COVERS WITHIN 12" OF _._ 3/4" — 1 1112- \ \ l+C Q 1 c .LT / FINISHED GRADE S —----- (ONE INSPECTION COVER WASHED STONE 1 TOP OF FOUNDATION 0 BE WITHIN 6" OF TRADE) 08 — 4" PERFORATED 106 _ PVC PIPE ,9 ` ` , — y + ELEV.= 117A & 119.0 104 ! ! Y;; 1,'r3. 4 �j �' f 119D5 — — — .__=..= 114.3 - - ELEV. 116.3 EXISTING WELL '�O 102 �v J t#9 _� _1500 GAL ry — {26T TO PROPOSED �. \\e �,y t ELEV. /, D;BOX \118,78 ,�__ 40` _ ET FV LEACH TRENCH) t+' \ \ , / SEPTIC' TANK �. 118.95 ;' (6' OF '�,� ` , e �. __._. ELEV. 116.5 4r 1 o0 ff ELEV. STONE 118.5 ' 119,5 (6" OF STONE UNDER OR TWO LEACH TRENCHES 99. 1 DG ELEV M MECHANICALLY COMPACTED) � (40' x 4' z �' DEEP) UNDER ELEV, (MIN. SPACING BETWEEN TRENCHES = 10) ` . 98 �; TEE SIZES: — GAT .BAFFLE AT e OUTLET TEE a M __—GHLR THAN JOUicER1�I'/(NORTHERLY fiRE'VCh TO BE 2" EIa SOUTHERLY) INLET: 6" UP, 1'3" DOWN 9s OUTLET: 6" UP, 14" DOWN95. 0 �� C,�r + � � a KEY: � I .� �.1 SEWAGE WAGE PLAN EXISTING CONTOUR: — APPROVED BY: DATE: r / PROPOSED CONTOUR: r — --- __ __� - -- LOCATION; EXISTING SPOT ELEVATION: 25.5 L EXISTING LEACH AREA + f - , (LOT 12) LOT 11 COACHMAN LAN. PROPOSED SPOT ELEVATION:;25 TEST HOLE: � � � } "��4�>i�� f r UTILITY POLE: �� _....___._ _.._.__ i PREPARED F90.r'Z: FENCE LINE: LEXISTING LEACH AREA -, MAI NE POST & .SEAM MAHAsS SEL HYDRANT: b {Tar t3) �1 �� RETAINING WALL. TREE; DEMAREST-McLELLAN ENCINEERIN(, '` i "ram SCALE: - }' DATE: 4-16-97 24 SCHOOL STREET P.O. BOX 463 HEST DENNIS, YASSACHL'SETTS 026'TO 4 — — ,(` REFERENCE`: _p 4 ' _- 384 FACE 56 DM 97=0 9�D24F5) " JOHN �. DEMAREST JR. P.L.S. j I'HO4IA� YcLELLAN, P.E. l�._._�_