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HomeMy WebLinkAbout0210 CAPES TRAIL - Health T � PF 210 CAPE'S TRAIL, BARNSTABLE G - No. �y O o q Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfieation for -Misposal *pstem Construction Permit Application for a Permit to Construct(y) Repair( ) Upgrade( ) Abandon( ) ❑Complete System 00 Individual Components Location Address or Lot No.0 �6 —\-`s ekr , \`, U Owner's Name,Address,and Tel.No. Assessor's Map/Parcel A� t6� b � b o a dI In(s�taller's Name,Address,and Tel.No.rr\\ esigner's Name,Address,and Tel.No. Type of Build' (a 5 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) v 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 ce the system in operation until a Certificate of Compliance has been issued by this Board ofiZalth. Signed Date lob/1?0/0? Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �1_0 a "' p 0 Date Issued s Rs R d q-r F ' t7F t+ a n r w r.n 7F,. }i fit' f4 c y. .. ",.�� -•'> P� � .._ fi+ r .. 1 Tar"� �... rya ;4. -T 00q No. jFee 1 1 THE COMMONWEALTH"OF=MASSACHUSETTS ' Entered�i�nOmputer: Yv PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,'MASSACHUSETTS 01�tlYlcatton for Misoosar *pstetn Construction Permit Application fora Permit to Construct V) Repair( ) Upgrade( ) Abandon( ) ❑Complete System [O Individual Components '. Location Address or Lot No.0(`b CG�CS��,•\�. V3� Owner's Name,Address,and Tel.No. ' r Assessor'sMap/Parcel az, h �(�(� 12\k, b ,� Installer's Name;Address,and Tel.No. pesigner's Name,Address,and Tel.No. J a _ { z Type of Buildin. : RA`✓ �I Dwelling No.of Bedrooms ., Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons - Showers( a ) Cafete a( ) - �-. ... •� ... _,- Other'Fixtures ,. - _._�/f�- ft- Design Flow(min.required) gpd gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title ,Size of Septic Tank Type of S.A.S. f Description of Soil Nature of Repairs or Alterations(Answer when applicable) r NR% C\1 e to (NA ; r _ - a Date last inspected: Agreement: a - The unde signed agrees to ensure the construction and maintenance of the afore described on-site'sewage disposal system in - P accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Nealth. Signed Date /0/,?O 1 0 Application Approved by i.....:,i-X �,f ., Date ,"r " , =x - . ✓k mow.. .. t. --[ _ ' - _ , :_ , - j licaiion Dtsa roved b— Date for the following reasons ---�—^ Permit No. 1 O ? 1l 00`i Date Issued - ---- - �- ----- -- - - --- - -- k THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS G Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V15 Repaired( ) Upgraded( ) Abandoned( )by `S` �`tt M I�C4'A 4 at {(� �,�( STD��� (���� e,t/�$}��C has been constructed in accordance f with the provisions of Title 5 and the for Disposal System Construction Permit No. U© dated Installer 'SG4k-� v" ' Designer •#bedrooms /'7 Approved design floe!T gpd The issuance of this permit shall'trot be construed as a'guarantee that the system-w'' lMn tton geed. 1 Date / / Inspector, -- -- - -------------- ------ - ---------- -- - ------------- -- -- --- ---- - -- - . No. d2 C) dd 1 Fee I � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION,-BARNSTABLE, MASSACHUSETTS � l�tlD ai psteM CDnBtr,Uction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) a System located at k f3 C,& k Zr^ 04N6 and as described in the above Application for Disposal System Construction Permit ,,Yhe applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by �/ 1 t � U TOWN OF BARNSTABLE OP ' 3 LOCATI�ON� �� AP S 2/4-/L SEWAGE # VII,LAC3La� A&���� ASSESSOR'S MAP & LOT09t'Q�09 —aG7 INSTALLER'S NAME&PHONE NO. �;% •L / i� UO SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 7"XIC AV C-i (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: 1 71 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility —a 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 14 A-3 -&a ,4 - 5� 6s T R b l3- y TOWN OF BARNSTABLE A LOCATION fir � y /1/L _ SEWAGE # 000-r '/�/ VILLACYEy ` f� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. LU/1-1—ZZ 1d SEPTIC TANK CAPACITYGL�L- c- LEACHING FACILITY: (type) v .. NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: O COMPLIANCE DATE: ` 10d) 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) L`� Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) :/' Feet Furnished by A-3 9� � r r d3i TOWN OF BARNSTABLE LOCATION .—A ems,[_S ?g(' A L SEWAGE # VII LAGERS/ r�j(,l /� ! 1,� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. -L /Add SEPTIC TANK CAPACITY -_ /, 5'0 O --�2 p yd 'Fy0° LEACHING FACILITY: (ty``pee) -E-12 f�eri (size) NO.OF BEDROOMST_ BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: . Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility __v 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 14 T -� 1'r A- 3 14 _ ya5^�- �32tyo - 7° 13� -? a --i3- � Y / No. - Fee f � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: if Yet PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE. , MASSACHUSETTS . �v 0(pprication for Migogal *pgtem Congtruction Permit Application for a Permit to Construct( Apair( )Upgrade( ) don donQ El Complete System O Individual Components Location Address or Lot No. /' M wne 's ame,Address and Tel.No. 4U W//—L/w r/—/Ly'- WOOD Assessor's Map/Parcel /}/M�C � � Q Installer's Name,Address,and Tell.No. Designer's Name,Address and Tel.No. /,C L l*L Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 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 t etjo place the system in operation until a Certifi- cate of Compliance has been i d b thi Bo d of Heal Signed -.. s Date Application Approved bya.ICRDate Application Disapproved for the following reasons Permit No. Date Issued Fee MOK .i 1.0 y o h'rry THE COMMONWEALTH OF MASSACHUSETTS i 'Entered in computer: Yes v PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ` 01pprication for Migaar *pgtem Congtruction Permit Application for a Permit to Construct( ) r( )Upgrade( ) d n ) r]Complete System ❑Individual Components Location Address or Lot No. &"ne`1'slAaPme,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: ° Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 1 ! No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 'w Description of Soil Nature of Repairs or Alterations(Answer when applicable) Daie last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system f• in accordance with the provisions of Title 5 of the Environmental Code and rkAto place the system in operation until a Certifi- cate of`Compliance has been i s ed b th' Board of Heal .. Signed ' o ;Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued -----_--------------------------------- . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY that the Ones ewa a isposal System Constructed( Repaired( )Upgraded( ) Abandoned( by !' 0 r1 at t� ;r- as been constructed in accordance with the provisions of i&5 and the for Dispo al System Construction Permit No. dated Installer ' Designer j - �_ The issu c of t 's permit shall of 'e conr(rlt�vlmg ed as a arantee that the to will functio as d igne, v Date ` 9 Inspector Te) I .� No. — ---------------------------Fee D � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS TMigogaY pgtem Congtruction Permit Permission is hereby gra e)ktJons(I c ( Reair( ) a ( )Abandon System located at O and as described in the above Application for Disposal System Construction Permit. The applicant reco izes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Cons /tiotu7e completed within three years of the date of it. i Date: Approved by / d CERTIFICATE OF ANALYSIS Page. Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/18/1999 �\ Bill Woods Order Number: G9901639 \V►� Bill Woods Address P O Box 702 West Barnstable MA 02668 Laboratory ID#: 9901639-01 Description: Water-Well Water Sample#: 0163901 Sampling Location: Lot 6 Capes Trail,West Barnstable Collected: 03/17/1999 ollected by: C Stiefel private well Received: 03/17/1999 Routine ITEM RESULT UNITS MCL Method# Tested LAB:IC Lab Nitrate 0.2 mg/L 10 EPA 300.0 03/17/1999 LAB:Metals Copper <0.1 mg/L 1.3 SM 311113 03/18/1999' Iron 0.6 mg/L 0.3 SM 311113 03/18/1999 Sodium 30 mg/L 20 SM 3111B 03/18/1999 LAB:Microbiology Total Coliform Absent P/A Absent P/A 03/17/1999 LAB: Physical Chemistry Conductance 205 umohs/cm EPA 120.1 03/17/1999 pH 6.6 pH-units EPA 150.1 03/17/1999 Note: Based on the results of the parameters tested,the water is suitable for drinking but has high levels of sodium.Persons on low sodium diet should consult their doctor. Superior Court House, PO.Box 427, Barnstable, NIA 02630 Ph: 508-375-6605 Page: z CERTIFICATE OF ANALYSIS, .W l Barnstable County Health Laboratory x Resort Prepared For: Report Dated: 03/18/1999 Bill Woods Order Number: G9901639 Bill Woods Address P O Box 702 West Barnstable MA 02668 Laboratory ID#: 9901639-02 Description: Water-Well Water Sample#: R361 364 Sampling Location: Lot 6 Capes Trail,West Barnstable Collected: 03/17/1999 ollected by: C Stiefel private well Received: 03/17/199U EPA 502.2 Volatile Organics by PID/ECLD ITEM RESULT UNITS MCL Method# Tested LAB: GC LAB 1,1,1,2-Tetrachloroethane BRL ug/L EPA 524.2 03/18/1999 1,1,1-Trichloroethane BRL ug/L 200 EPA 524.2 03/18/1999 1,1,2,2-Tetrachloroethane BRL ug/L EPA 524.2 03/18/1999 1,1,2=Trichloroethane BRL ug/L 5.0 EPA 524.2 03/18/1999 1,1-Dichloroethane BRL ug/L EPA 524.2 03/18/1999 1,1-Dichloroethene BRL ug/L 7.0 EPA 524.2 03/18/1999 1,1-Dichloropropene BRL ug/L EPA 524.2 03/18/1999 1,2,3-Trichlorobenzene BRL ug/L EPA 524.2 03/18/1999 1,2,3-Trichloropropane BRL ug/L EPA 524.2 03/18/1999 1,2,4-Trichlorobenzene BRL ug/L 70 EPA 524.2 03/18/1999 1,2,4-Trimethylbenzene BRL ug/L EPA 524.2 03/18/1999 1,2-Dibromo-3-chloropropan Btu• ug/L 0 EPA 524.2 03/18/1999 1,2-Dibromoethane(EDB) BRL ug/L EPA 524.2 03/18/1999 . 1,2-Dichlorobenzene BRL ug/L 600 EPA 524.2 03/18/1999 1,2-Dichloroethane BRL ug/L 5.0 EPA 524.2 03/18/1999 1,2-Dichloropropane BRL ug/L EPA 524.2 03/18/1999 1,3,5-Trimethylbenzene BRL ug/L EPA 524.2 03/18/1999 1,3-Dichlorobenzene BRL ug/L EPA 524.2 03/18/1999 1,3-Dichloropropane BRL ug/L EPA 524.2 03/18/1999 1,4-Dichlorobenzene BRL ug/L 5.0 EPA 524.2 03/18/1999 2,2-Dichloropropane BRL ug/L EPA 524.2 03/18/1999 2-Chlorotoluene BRL ug/L EPA 524.2 03/18/1999 4-Chlorotoluene BRL ug/L EPA 524.2 03/18/1999 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 II • fiat" CERTIFICATE OF ANALYSIS page. 3 s � IN Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/18/1999 Bill Woods Order Number: G9901639 Bill Woods Address P O Box 702 West Barnstable MA 02668 Laboratory. ID#: 9901639-02 Description: Water-Well Water Sample M R361 364 Sampling Location: Lot 6 Capes Trail,West Barnstable Collected: 03/17/1999 ollected by: C Stiefel private well Received: 03/17/1999 Benzene BILL ug/L 5.0 EPA 524.2 03/18/1999 Bromobenzene BRL ug/L EPA 524.2 03/18/1999 Bromochloromethane BRL ug/L, EPA 524.2 03/18/1999 Bromodichloromethane BRL ug/L EPA 524.2 03/18/1999 Bromoform BRL ug/L EPA 524.2 03/18/1999 Bromomethane BRL ug/L EPA 524.2 03/18/1999 Carbon tetrachloride BRL ug/L 5.0 EPA 524.2 03/18/1999 Chlorobenzene BRL ug/L 100 EPA 524.2 03/18/1999 Chloroethane BRL ug/L EPA 524.2 03/18/1999 Chloroform 3.2 ug/L EPA 524.2 03/18/1999 Chloromethane BRL ug/L EPA 524.2 03/18/1999 cis-1,2-Dichloroethene BRL ug/L 70 EPA 524.2 03/18/1999 cis-1,3-Dichloropropene BRL ug/L EPA 524.2 03/18/1999 Dibromochloromethane BRL ug/L EPA 524.2 03/18/1999 Dibromomethane BRL ug/L EPA 524.2 03/18/1999 Dichlorodifluoromethane BRL ug/L EPA 524.2 03/18/1999 Ethylbenzene BRL ug/L 700 EPA 524.2 03/18/1999 Hexachlorobutadiene BRL ug/L EPA 524.2 03/18/1999 Isopropylbenzene BRL ug/L EPA 524.2 03/18/1999 Methyl-tert-butyl ether BRL ug/L. EPA 524.2 03/18/1999 Methylene chloride BRL ug/L 5.0 EPA 524.2 03/18/1999 n-Butylbenzene BRL ug/L EPA 524.2 03/18/1999 n-Propylbenzene BRL ug/L EPA 524.2 03/18/1999 Naphthalene BRL ug/L EPA 524.2 03/18/1999 p-Isopropyltoluene BRL ug/L EPA 524.2 03/18/1999 sec-Butylbenzene BRL ug/L EPA 524.2 03/18/1999 Styrene BRL ug/L 100 EPA 524.2 03/18/1999 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I CERTIFICATE OF ANALYSIS page. 4 t, 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/18/1999 Bill Woods Order Number: G9901639 Bill Woods Address P O Box 702 West Barnstable MA 02668 Laboratory ID#: 9901639-02 Description: Water-Well Water Sample#: R361364 Sampling Location: Lot 6 Capes Trail,West Barnstable Collected: 03/17/1999 ollected by: C Stiefel private well Received: 03/17/1999 tert-Butylbenzene BRL ug/L. EPA 524.2 03/18/1999 Tetrachloroethene BRL ug/L 5.0 EPA 524.2 03/18/1999 Toluene BRL ug/L 200 EPA 524.2 03/18/1999 Total xylenes BRL ug/L 10000 EPA 524.2 03/18/1999 trans-1,2-Dichloroethene BRL ug/L 100 EPA 524.2 03/18/1999 trans-1,3-Dichloropropene BRL ug/L EPA 524.2 03/18/1999 Trichloroethene BRL ug/L 5.0 EPA 524.2 03/18/1999 Trichlorofluoromethane BRL ug/L EPA 524.2 03/18/1999 Vinyl chloride BRL ug/L 2.0 EPA 524.2 03/18/1999 Note: Approved By: (Lab Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 REVISIONS: NO. DATE DESC. — Scf4Le y g I CERTIFY TO THE BEST (W f der®�g��'� + ` '• PRwEsstoNAL KNOwLEDGE.rOlmtrsas tl AND BELIEF' 1►w`THE U w�. DIMENSIONS AND SETBACKS TD THE v w STRUCTURE AS DETERMINED y CONFO TO WE =7"WRV%LE ZONING -v A„ ( ' PROFESSIDwLL LAND SURVEYOR DUE 3 . IV_ 27 �� ,LOT 6 119 $1,922f S.F. CEMSED �� \ t• �° y PLOT PLC DADA ' LOT 8 $ \ E � \ °A�a� �g st.# IN f. 1 NYMOBL.G � (off $ \ qtr d'<' '''° Sj 'y 1 ' MASSCHUSEM (BARNSTABI F COUNTY) � PREPARED f0& Mr & Mrs. WILLU M WOODS P.0 BOX 702 WEST BARNSTABIE 026M 1 Q . INV l .a CAPE TAs®SC Grout;, tnc. TRAILS 1/ 657 Route 28, Un:t 6 0263 Yarmouth. MoasochuseSs r 508 nII 8919 { 4D Im er esc&am.m� 3 s SCALE; 1' a 2W 0 23 3 /II smog 0 10 20 TI tl- CTIL'ft t/�Tt[AC �C 0 lII�ATCf� :i1 T-C 4- O APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION _ NO _ J VILLAGE ' DATE -/�~' �' APPLICANT T- I N 1411364A-0 FEEZ� 4 ADDRESS 95 3'$ MA 1 1 ST S. Dee N,15 TELEPHONE NO. (o-2Zti` (Non-refundable) ENGINEER r�%J�. j � � �� sy/ _TELEPHONE NO-, j� 7/1 5 DATE SCHEDULED 0 C> — i UyrY- (A licant- s signature) . .. . . . . oaaoa . e . 00eoo . Boa . ... 000 . 000 . . . . . . o . . . o . . . o . . . . 0000 . . . . . . . o . o . . . 00 . o . . . . . . ASSESSOR'S MAP & LOT NO: SOIL LOG f SUB-DIVISION NAME FP..7E $LOSSOH e57AT9_-S DATE_ 7 ,z 2 0 r TIME /�0 EXPANSION AREA: YES X NO� V�Wt,4�a-4-,04,,,E ,,,ENGINEER TOWN WATER PRIVATE WELLX EbV34R-t> E3Aq -f BOARD OF HEALTH J•p.,N1�21FJ (Z06�B2T yy2 EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: q TH-1 T J, 43�63q SFOF kA4 T!♦-� _ THOMASJ. y G McLELLAM m CIVIL -' y �ti 9 Flo.36471 o � s/cvaL���� I PERCOLATION RATE: > _20 R l TEST HOLE NO: 1 ELEVATION: TEST HOLE NO: ELEVATION: 8 FppRl605 1 A, o) 13 1�21zoW5 2 LDAMY 5A tJ D 2 SA N DT LoAt�) 3 HoIZA-ioiy 3 4 ` SILT LOAt'i 4 - G, l4op-i-iotI 5 .S L/`t 5 SA NoY LOAM 7 7 8 8 10 10 G z Ho2-I�N 11 11 cL�Ai� t1£D1uy 5��fl 12 64 12 'z•5 1/3 13 13 14 14 15 15 16 1 Cr SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING TRENCHES_� UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT .SOIL TESL" PIT - DATA. TYPICAL SEPTIC TAI`4K: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE TYPICAL LEACHING TRENCHES: REVISIONS NOT TO SCALE NOT TO SCALE NO. DATE DESCRIPTION 5. INLET AND OUTLET TEES TO SHALL BE SCHED. NO. OF OUTLETS : 5 1 1/7/99 WELL LOCATION NOTES: 1. SEPTIC TANK SHALL BE STEEL 40 PVC. TEES SHALL BE LOCATED UNDER 4" PERF SCH 40 PVC S=0.005'/' 12" MIN. TO 36" MAX .COVER REINFORCED CONCRETE. MANHOLE COVER FOR EASE OF SERVICING. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING 6.-RECOMMENDED MANUFACTURER-ROTONDO OR 2% MIN. FINISH GRADE FINISHED GRADE UNLESS UNDER-PAVEMENT, DRIVES OR APPROVED EQUAL NOTES: 98-1 98-2 TRAVELED WAYS, WHEREIN H-20 LOADING REMOVABLE 2" WALLS � TEST PIT TEST PIT SHALL APPLY. 7. SEPTIC TANK SHALL BE WARRANTED BY COVER 1. DIST. BOX TO WITHSTAND H-10 LOADING GRD. EL 94.0 GIRD. EL 92.0 3. ALL PIPE CONNECTIONS AND CONCRETE MANUFACTURER. » UNLESS UNDER PAVEMENT W. EL. N A W. EL. N A CONSTRUCTION SHALL BE WATERTIGHT. �. „ , DRIVES OR 0 0 4. FILL ALL UNUSED KNOCKOUTS WITH q• a" .`°••v••• s " v.• 2 TRAVELED WAYS WHEREIN H-20 LOADING 4" PVC '� ' �' '� ' si• •_L• • �' •ir •�• •�._. CAP ENDS A SL, 70YR 3/7 A SL, l 0YI7 3/2 °44lr o v Wig °t°!'aq°f�4 °�d �� Yg a 24 DEPTH SHALL APPLY. � � bg �'bg• b`+i, rb'a bg°'�rbg i, MORTAR. » o / oov ov o 0 ov ov o- v ov» IBRIC FIBRIC 3-24 DIA C.I. (60f MIN.) MANHOLE COVERS ( 15" 2. PROVIDE INLET TEE OR BAFFLE WHERE a a�a`� °� °� °� a` 4L � GENERAL NOTES: 6 BROUGHT TO FINISH GRJAUL _I / B SL, 1OYR 5/6 8" TEE TO BE UNDER- 12" MIN. » » A• 8» SLOPE OF PIPE EXCEEDS 0.08 FT/FT OR LEVEL BOTTOM 1. THIS PLAN IS FOR DESIGN AND B SL, 10YR 5/6 M.H. OPENING COVER 3» fi 5-5 OUTLETS . IN PUMPED SYSTEM. I-• 42' CONSTRUCTION OF THE SEWAGE FRIABLE, MANY (/ �5/ ':A 'A-I - DISPOSAL FACILITY ONLY. 24 DIA. » v o 0 o v o 0 0 ' e v o v 3. FIRST TWO FEET OF PIPE OUT OF DIST. ROUNDED COBBLES & FRIABLE, MANY 12'-0" RAISE M.H 1N� 6» 4 °a�gabe �b gas„` gas,�ga `a BOX TO BE LAID LEVEL PROFILE 2. ALL CONSTRUCTION METHODS AND STONES, FEW BIDRS. ROUNDED COBBLES & SEWER BRICK d 2 MATERIALS SHALL CONFORM TO MASS. STONES, FEW BLDRS. & MORTAR » :� BOTTOM ON LEVEL / » T » » „ D.E.P TITLE 5 AND LOCAL BOARD 447 1V-0" STABLE BASE 6 MIN. 4 TO 4. RECOMMENDED MANUFACTURER-ROTONDO C S, 2.5Y 7/3 N RMA WA 12 / 36 MAX. - 12 MIN. COVER OF HEALTH REGULATIONS. MEDIUM SAND, LOOSE, C S, 2.5Y 7/2 » �: CROSS-SECTION 1 1/2 CRUSHED OR APPROVED EQUAL STONE BASE 3. ALL PIPES LOCATED UNDER PAVEMENT 10% GRAVEL, FEW " FINE SAND, LOOSE, 7 3 := 5. ALL PIPE CONNECTIONS AND CONCRETE �/2% MIN. FINISH GRADE /� 4" MIN. LOAM & SEED OR TRAVELED WAY SHALL BE SCHEDULE ROUNDED COBBLES <5% GRAVEL, 60" PRECAST SEPTIC TANK �� 10» 20" CONSTRUCTION SHALL BE WATERTIGHT. r / 40 OR EQUAL SINGLE GRAINED SINGLE GRAINED INLET lEE 4'-9- d- 6. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 3H:1V MAXIMUM - .. ��� r-w"irk-, � � 4. THERE ARE NO KNOWN PRIVATE WELLS " 'zI4�j LOCATED WITHIN 150 FT. OF THE 5-0 4'-6Z i 4'-0" MIN. 9�BauTM m :� 5'-4' 15' MIN '' da '' PROPOSED LEACHING FACILITY NOR » LIQUID DEPTH � TRo�) e / �+ s v� 2" MIN. OF 1/8" TO ANY KNOWN WELLS PROPOSED WITHIN 6'-0' � 1/2" WASHED STONE 150' OF ANY KNOWN LEACHING FACILITY. 30 1/2" 15 1/2" 24 a o2424 5. WITHIN LIMIT OF EXCAVATION REMOVE 3/4" TO 1-1/2" DOUBLE ALL TOPSOIL, SUBSOIL AND OTHER 1 2' I 6' ►L� 2' I- 6' WASHED STONE (NO FINES) IMPERVIOUS MATERIAL ° °v PRECAST DIST. 6. REPLACE WITH CLEAN WASHED SAND a VIBRO COMPACTED CRUSHED STONE �ga 3" BOX I (TYP) I (TYP) 132" 144" PLAN VIEW » » � �9 � �, , � NO GROUND WATER OBS. NO GROUND WATER OBS. 6 MIN. 3/4 TO CROSS-SECTION VIEW - PLAN VIEW CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS 1 1/2" STONE CONFORMING TO THE FOLLOWING SOIL CLASS: I SOIL CLASS: I '. SIEVE ANALYSIS: AMAxBY WT. SHALL DATE: DATE: � 1` INVERT S• PASS No 50 SIEVE 4 <1 F 11-25-98 11-25-98 SIEVE SHALL No. 100 s ; FINISHED FIRST FLOOR 99.00 PASSO TEST BY- TEST BY: ; 4" DWELLING <5 % of No. 4 SIEVE SHALL J. DONOVAN- J. DONOVAN A.) INVERT AT D WE 91.75 PASS No. 200 4" INVERT AT SEPTIC TANK IN 91.45 UNIFORMITY COEFFICIENT 0 No. 4 WITNESSED BY: WITNESSED BY: � �° � � B•) ( ) < v 3 = JERRY DUNNING JERRY DUNNING , x -.� 7 PERC_ RATE_ PERC. RATE: s.• g 14 4 IN SIEVE < 6 0 - - C.) INVERT AT SEPTIC TANK (OUT) 91.20 \ E tj D.) 4 INVERT AT DIST. BOX IN 91.00 EX _S�. TE MIN./INCH <-MINJINCH \ :1g, THE CONTRAIN THE CTOR SHALL BENGS ARE RR SHOWN SOIL EVALUATOR SOIL EVALUATOR E.) 4" INVERT AT DIST. BOX OUT 90.83 SNLE FOR PROPERLY LOCATING AND J. DONOVAN J. DONOVAN `s 1S•`� ) COORDINATING THE PROPOSED CON- INVERTS AT LE FACILITY: SAFE - T - ev/���NG;r \ AND UTHE APPLICABLE UTILITY , , TRENCH N 3 3�1 �2 � COMPANY AND MAINTAINING THE ACHING FACT Ack F.) 4" INVERT AT BEGINING EXISTING UTILITY SYSTEM IN SERVICE. INDICATES INDICATES `:; .� � DIG-SAFE SHALL BE NOTIFIED PER INDICATES- OBSERVED �_- ESTIMATED \` M PERC. OF LEACHING TRENCH 90.71 90.21 89.71 THE STATE OF MASSACHUSETTS TEST - GROUND WATER SEASONAL HIGH " STATUTE CHAPTER 82, SECTION 409 GROUND WATER ) "✓ - - ,., \ TEL 1 888 344-7233 THE OF LEAECHINGTTREDNCH 90.50 90.00 89.50 ENGINEER DOES NOT GUARANTEE G 6 L OTTHEIR ACCURACY OR THAT ALL r` H.) ELEVATION AT BOTTOM UTILITIES AND SUBSURFACE STRUCTURES '��• OF LEACHING T $ 0 87 5 ARE SHOWN. LOCATIONS AND s , � G TRENCH ELEVATIONS of UNDERGROUND I TIES SF 4 1 �•9,�2 .,� `" " ) TAKEN FROM RECORD PLANS. TH � .,� �� GROUNDWATER SYSTEM PROFILE. ^ ROUNDWA R )12, CONTRACTOR SHALL VERIFY SIZES I. ESTIMATED G ��' I F\ ELEVATION+ B.G. LOCATION AND INVERTS OF UTILITIES ,• AND STRUCTURES AS REQUIRED PRIOR F NOT TO SCALE F, NOTE: 24 Cl FRAME AND TO THE (RUCTION. COVER TO WITHIN- 6" OF �jh ` �... / GROUNDSTART . CONS, z �n FINISHED GRADE �' w ^. DATUM -AT USGSLWEEL, SANDWICH L`LQI „ ,. -....I THIS USE OF A GARBAGE GRINDER. NDER l 8 4 PVC SCH 40 ...... GRINf>�!� _•' NnT , .: MAX COVER ELEVATION=93.0i a1 x-_ .. :ro E ,.,, _...:..,a, • j: >..:.... .......... ` - CY'Lt..Cii1MM�s�llyLv CiIJC iaJ-I'C�a..r.r..c.,��•c. '' a k, AN �� �!//�� / K , t DES V C Y r ice' ADVERSE IMPACTS TO THE LEACHING i F • e- DESIGN 4» PVC CHING TRENCH Q � BEDROOMST 550 - INV.=89.71 INV.=89.50 , - INV.=91.00 i � INV. INV.=90.83 0 ;� _ 'I ELV.=87.5 / 4 ,.. A 101, 4 1,500 GALLON SEPTIC TANK SIZING: CONCRETE r ! PRECAST CO CRE f � p� 5 FygQ 3 t ,,i.., a3 k tl ,.. .,' ` I N G SEPTIC TANK �„ :t - GAL. NO GROUND WATER OBS. _..> �f :4 . . .:....r. �r `. ..R � �" P y> 1'1 550 P G. .D X % f > �IN� � ..; .x,.,..� � w�. '' i The B D� - SC Group, Inc. 0 I x' a se . . IY< o, ��v SEPTIC TANK REQUIRED: - 14-�L. f " .u.A �,7,.0 s r '� OL DATUM I ggpp; -. Y ��' /+'t -.. ice..{� ��y�,�§'"��{' , ....... �j�• �� . ! oNC. -fir F ! Lt a sr��:a���i,� SIZE OF LEACHING FACILITY REQUIRED: VERTICAL DATUM: ASSUMED ,. �` ... .._ DESIGN PE <5 LP.O BOX 969 . / CH W. YARMOU MA 02673 h A USED. TBM 1 LONG T GH MARK F o, TERM APPA DES RATE: IN BEN � � I wA`! .� 'o ', r � .;: � .,.; � � ... ,.. - ATE 0.74 G.P.D/S.F. TOP OF STAKE AND NAIL /j/ .,o' L R 508 7 - 1 � x ( ) 78 8 ELEVATION = 100.00 P.D./ 0.74 G.P.D./S.F. = 743 S.F. , ! F I ; - F G. 01/ t PROJECT TITLE SIZE OF LEACHING FACILITY PROVIDED: / USE 2 DEEP X 2' WIDE LEACHING TRENCHES SEWAGE DISPOSAL 0�r / PROPOSED r , ' D-BOX w 1r� LEACHING A = SYSTEM DESIGN LEA NG AREA , L o - ES w ... ! USE 3743 F 42' LONG TRENCHES , h S r,... CD co I 9� cn 756 SF PROVIDED > 743 SF REQUIRED CD ' LOT , = 6 ! ' - 9 , Cn I TRAILS `" NOTE: ` ! < rx BAR o N STAB L MA E CO AS OF THE DATE SHOWN ON THIS PLAN, THE QQgC, goo LOCUSN: { ASSESSORS D€PARTM€NT a TOWN- OF BARN-STABLE ! '� �. > N Hof Y-� NOT TO SCALE m HAS NOT ASSIGNED LOT NUMBERS TO THIS PARCEL. , THE PARCEL IS DEPICTED ON A DEFINITIVE c©o SUBDIVISION PLAN ENTITLED, "SNOW Hilt ESTATES" .. �O• as No v7 n chit �+ x �'� a ' O No.39418 = AND DATED- JUNt= 4, Y9J7. / , � .r r Cn R,5 Cn 0' / o0 2.• 8 00 SO .�..� N q .�• PREPARED FOR: �1 / 807-1.0M y<' v�.:IO �`�`� Ln �OP� WILLIAM & LILA WOODS \ OF SCOPE O \ =I ym G P.O. BOX 702 in 'Rr W. BARNSTABLE, MA 02668 LOCUS TBM #1 DATE: DECEMBER 21 1998 ' I TOP OF STAKE AND NAIL Iy'L cn ' ELEV. = 100.00 ' CALC/DESIGN: MAM LU (CAPE TRAILS HECK: Jw6 o ' �^ PLAN VIEW DRAWN: MAM CD �. SCALE: 1" = 20 FEET ' RZE 6 FIELD: GPH/AD r y FILE N0. 8040SEP.DWG co \ DWG NO. 5128-01 acr \ 0 10 20 40 FT. 1 OF 1 JOB NO. 4-8040.00 Q A.