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HomeMy WebLinkAbout0204 LITTLE RIVER ROAD - Health 204 Little River , Cotuit I i 2492- } 40 - XA ICHaLe 6 wi�a muh �h Vicar I g'Ihi//� L I I �ncYicFun .- 19�, i/. CUO,LO STRUCTI'LIR AL !. All l b m II.L II I ' I I cam`7.�LTY�IFL_/*'7L'ci TI- . I .. .,4 b 977 2,57 2051 [or'YhuooS �i�f-c'Vol .. 5Pr✓z i pL �,� i r 2�jll . (*r x 0 I . � .c�'"yto t6 � lltdr 1raF II 2 PVC-'r4" +�2'Kn¢avall Tcr 9'6.Zxa�C16'k FK �{v Yv�( cacf•5(L• ,,, 6x6'•��Je mesl+ 7�,ncr=.� IH ytF to -- Steel 574 �`- ---- -- cum 0 S RVCTURAL / �2'X Zo Yoyf•'J� PAP"sue 3 Gar 6avuse Ma-V" lf��(6 979 a577-ZOSJ r I� � 2496 2946 i Dab1B �� wh;te C2�(�Y ol,[�IcS A,r��,lb r,�E 3 Cqr �-w e 2�.r Elovaj;av+ � a✓1//v� � ��1 (9.7Vo�ST-o2oS9 201 G lf(E syver (W. Cot,,, °" L TOWN OF BA STABLE �+� LO ATIONI;t& &WO. SEWAGE# VILLAGE (Al ASSESSOR'S MA &PnAR)CEL INSTALLERS NAME&PHONE NO. L3 6 �f SEPTIC TANK CAPACITY a/ LEACHING FACILITY:(type) G/y10�/P (size) J� NO' OF BEDR OMS OWNER l e PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet , FURNISHED BY I10 1 7,2 ® yr 3 41 New.) . No. �i T r :F Fee 4. ✓ ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RPOication for �Di5po5al ,&p!5tem Con0truction VErra t Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑.Complete System L�'J Individual Components n Location Address or Lot No. -20 G� �� �d /!o� wner's Name,Addr s 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 �^ 7 �T�'"sft. Garbage Grinder Other Type of Building $) e Ce_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re wired) gpd Design flow provided 7� gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations Answer when applicable) 3 �� Q C4rl�� �q /?�o.►� / S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boagd of Healt Signed Date _� Z Application Approved by Date V Application Disapproved by: Date for the following reasons Permit No. Z dFf rZ�� Date Issued -7- 77 —O 4 � F No. '2- Dt� ,--•.••+e Fee—(�v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer ✓ PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes Ap, plication for Zigpogal Abpgtem con.gtruction permit - - Application for a Permit to Construct( ) Repair( ) Upgrade(i� Abandon( ) ❑.Complete System ®Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assn ©ob� Assessor's Map/.Parcel Installer's'Name,Address,and Tel.No. Design e 's Name,Address and Tel.No. Type of Building: r �o 4/33 Dwelling No.of Bedrooms Lot Size �� fQsq ft. Garbage Grinder Other Type of Building P_$% PNCe , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /!/ gpd Design flow provided y 76 gpd Plan Date /. 7 Number of sheets _/ Revision Date J Title —` K *Size of,Septic Tank �,��� Type of S.A.S. 3 ✓��� S�/a/G Qyyy�j�f",$ Description of.Soil r ' Nature of Repairs or Alterations(Answer when applicable) D Aj 3 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of th`e 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 Certificate of Compliance has been issued by this Boa d of Health. 1 l �/ Signed i� .f/ {- Date 1YId Application Approved by 9 XYl "� / r` /f Date 7 10 Application Disapproved by: y f � Date for the following reasons ' Permit No.2. Q 0�— �. ?5 �- Date Issued ±/ / ' 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage/��isposal System Constructed ( ) Repaired ( ) Upgraded (l/) Abandoned( )by �1' /lJ _a lI /� at W41 0 Alle T ef" Ce214 '/, _has been constructed in.aocordance e J with the provisions of Title 5 and the for Disposal System Construction Permit No. _ '' dated 1 f1 �1� . Installer !J��"7�1/O// /l �Q%j$,; Designer _ #bedrooms Approved design flow gpd The issuance of this ppre/mjjit shall not-bd construed as a guarantee that the systemmi'llll'JAccttiioonn,as designed f e C Date / / �(' Inspector --f---------------V-------- _ No. d v !':—) F-C)— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i5po5a1 �&pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair'( ) Upgrade ( ) Abandon (ys• ) System located at 2� 7 ��/ ��' �'S j/ /" r 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. Provided: Construction must be completed within three years of the date of this snpermit.(i.1 �� Date /5 Approved by= !` t(,l�({� a Y FROM :down cape engineering inc FAX NO. :15083629880 Jul. 11 2008 08:22AN P2 Town of Bar-nstable Regulatory Services os Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 NfatB Street,B; TJLt Y&-KA,01601 Office: 509-$62-464 lustaller & Des'wnar'Cerdfieation Form l . �:Gv�' Z$7 Assessor's Map�Parcel� Date: ll D� Sewage permit r� taller: Designer: ►� ✓� �--'� f installer: Address-. > r r- L t Address: / On l 7`�� was issued a perrrul Io install a �'{dai ) (installer; based do a design drz'%Nm bY sep-dc system 21 � �. dated � l (de5lgri I ce;�ifi' that the septic system referenced above v�'a_5 i,ns7aBed substamia h according to the design, a>hich mad' include nunor approved changes such a$ lateral relocation of the dinibution box ani'or septictank. I oertifz, chat the septic s31stem referenced above was installed with major c comeS rent greater than I D' lateral relocation of:tlae SAS o: any vertical Telocation of any po of the septic system) but in accordance -Aitb Sta;e : Local Regulations. flan rep>ision 4r ce [hied as-built by designer to foiloU•. o ARNE H �� D1ALA Ins er's Signature) L3 CIVIL No. 30792 �0�� 1STp�C - SS��N4L ct� A*C—, s (.kfnx DEsigner's Stamp Hem)iLgs Si� ure) LEAS'✓ RI~T1rRN Tp BAPNSTA, F, PUBLIC 13 .4L �jj DIVISION. CEIZTIFI ILT CAARDRD ARE OF C 1vIF1IAWrR WILL N�7 BE ISSUED LINrIL BOTH T141S >:ORM •4>\'D AS-13{) IZE EI\TEn BY THE BAR STABLE PUBLIC HEALTH '1SION. THANK YOU. n-uPal,hlcr..,.ic/Desicncr Cunif,cation Form z- f D4.dc,c a • sr job Iffy ■ �i■ - - .tom■■■■ �� �i EW Mis- MOAN Ell 7 -nil ffi7��t rr. v�00!���r�rrr�rrr�����1t�� � � C J Y �I• ®�®np®n���®II�Hr�p�E'��R�AA n n n o, � � � _a ;, `. 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'� I+ � l3ox�o � spy►�.K ._ � -- - 1 1 i J 'Iwo,Loti8. x� GN lx3 "Q pvc 'r-L"IL�0 « ni ploµNsZ 5�" wI c.L r�►.1-o�T \kdt�,l _ D��a►J Ilyu s I�-o° gGol„Ilc. : fr-A 444 AXT I -f �►� _. _. - - - LAIL - —112 , , — t— � � i ' � I I I I ram• � --8 - ----. ------ -- I �' 1.8 ' ._ t .. • -yt-----_. -- - j- I e L ITA , -I- - - --- - - - - --- - -- -- - - i I _ OU r j I 'M I I � I �T= s 0J50 0-3 TOWN OF BARNSTABLE LOCATN' ' a� C.�tCC2 �•✓�C �� SEWAGE # S r VILLAGE �o��n ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ?QAQ Ia k� Gc��lS `I a9- 89a SEPTIC TANK CAPACITY 156a 154 LEACHING FACELITY: (type) a 5CO a4k CI AM 4W< (size) NO.OF BEDROOMS BUII.DER R OWNER L%' ^►0 PERMTTDATE: 11 - '-e ' �(�_COMPLIANCE DATE: 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 93 . 35, ev No. .. �' � Fee�� // THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a $ - P Yes UBLIC HEALTH DIVISION - TOWN OF BARNSTABLE. MASSACHUSETTS 0(pprication for �Dtopoml *pgtem Couotructiou Perron Application for a Permit to Constrict(VjRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.AO y L I lff Q t V 6R_k D Owner's Name,Address and Tel.No. C�7'�tT zrivo eokAc too&A Assessor's Map/Parcel 57 u 0-cz )r (rt.1. C��� y -/' — c°v o-% A a 6 Installer's Name Addr a Tel.N Designer's Name,Address and Tel.No. �4aC'ee SurVe Ce-KOCTA O P.0 3ux a4s metrsItus A.Ik M q d8-60 Type of Building: + Dwelling No.of Bedrooms 3 Lot Size(o®Tsq.ft. Garbage Grinder(NP Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �,/ Design Flow / gallons per day. Calculated daily flow 330 6-P 0- gallons. Plan Date Cl Number of sheets OR Revision Date Title SC+C-fi le WO!- /41V / Size of Septic Tank--m G V Type of S.A.S. Description of Soil t�� y' ��.r►e s•dPs�+t--asp , P�3�°1 sew 1�j�4-f!� 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 e V this,mod of Health. Signed � `-�--� Date Application Approved by Date / ;L Application Disapproved for tfWfollo9ing reasons Permit No. - to Date Issued No. _ (d U ' y Fee a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �S PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,MASSACHUSETTS Yes 01pprication for Migpont *p5tem Construction Permit Application for a Permit to Construct(VI—Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. aoy G�7fL� R�Vr;2Rl� LINo cote;Ai:Do&A Assessor's Ma /Parcel / w*V�T $'► S T S R P c / 6_J Cu.n `o9n 9 Installer's Name Add r a Tel.N 3 Designer's Name,Address and Tel.No. y A ov Clue S"e ve C,m s"'L ,4,0 P.o Ma-r5'{u-AS M,l A; I'''►A L d$— no Type of Building: + Dwelling No.of Bedrooms %3 Lot Size 6O, '/3 3 sq.ft. Garbage Grinder(NP Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures y/ Design Flow 3 7 / gallons per day. Calculated daily flow '3 3 O G—P Q• gallons. Plan Date f�— �6_ 6 Number of sheets OZ Revision Date Title S t'F�t $�u1� A v Size of Septic Tank L S: Type of S.A.S. A SOO µ��� �r�c���► C Description of Soil &a I S e-e �I�4•uv Nature of Repairs or Alteration&(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 e b this n, d of Health. Signed w Date Application Approved by Date Application Disapproved for th9rfollo9ing reasons - OWN Permit No. - to Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( [ 'Repaired( )Upgraded( ) Abandoned( )by _ at o L1 1 VC`(Z Rd� has been constructed in accordance, with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 4 Inspector Q_\ --------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS liopont 6potem Construction Permit Permission is hereby granted to Construct(.! -m air( _)Upgrade( )Abandon( ) System located at av `� L �6 I l/�B� 20 G4 e":;tu,T 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. Provided:Construction must be completed within three.years of the date of this permit. Date: Approved by �� <- r 5 � SOIL EVALUATOR& PERCOLATION TEST FORMS Page I of 4 `yyF1HE' Town of Barnstable oT O,e BAR f.rABLE. ° Department of Health, Safety, and Environmental Services fn Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 FAX: 509-775-3344 SO11 tSUltlblfllyA,5scsslrlcllt for 6cmagc DIspgsdd ACCESSORS MAP Na PARCEL NO- Date: U4 Performed By: Date: Witnessed By: � ` �s-�� � � 71 Location Address 1�� ��� Q /� Owner's Name -to ,0/9,9 Lot N: � Address,and a'? �wo l 0-kw &bd . eexirle-f-f SQ • 10fi 379 `v? Telephone N '--"16 doY('e�oY q ASSCStnr'S Map/Parcel: ��� one e� NEW CONSTRUCTION REPAIR Office Review Published Soil Survey Available: No Yes >/ 4 Year Published 199 3 Publication Scale . $; 0 Soil map unit Drainage Class Soil Limitations R�(�1 i) (�A t"`'�41 1�� Surficial Geological Report Available: No Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No ✓ .Yes Within 100 year flood boundary No i/ Yes Wetland Area: National Wetland Inventory Map(map unit)I Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month P. A' Range: Above Normal Normal Below Normal Other References Reviewed: DEP APPROVED FORM- 12/07/95 FORM 11 - S011, EVALUA1 aktFO fM >; 14 Location Address or Lot IJo. 0!t on-site Review Date: Iala yG Time: l9 0,I Weather SoA�y Deep Hole Number Location (identify�oensite plan) Slope M Surface Stones - Land. Use w OO Vegetation " Landform Position on land - 1 scape (sketch on the back) Distances from: feet Drainage way �' feet Open Water Body + property Line �-/OT feet Possible Wet Area tfop,— feet Drinking Water Well 1C0o feet Other DEEP OBSERV I.ATION HOLE LOG' Soil Other Soil Horizon Soil Texture mottling Soil color (Structure,Stones,Boulders, consistency. Depth from (USDA) (Munsell) Gravel) Surface(Inches) ,l O'�5�#PjI �1Ra �- to Ait SAA Y Gae4M t t)t— 30 f t3 L A0-Y jO ��:8 r 30 1,41116 0 0�y ftw,1 1vyRa-, T`? ?✓ srAJJc)y �GyR 1 Ce.. to 6` Co A r^ M,clb 1U j tUyR?4 © w Je 5 ' Oepthtogedrock: — �— -- Parent Material (geologic) Weeping from Pit Face: De th to Groundwater: Standing water in the Hole:_ Estimated Seasonal High Ground water: JWP APPRovF,D FO"I•12/07/95 NORM 11 . SOIL LVALUATOR WORM Page 3 of 4 Location Address or Lot No. 2lOL/ L, �`/L•G`J � � ��� R'0�9 � c+c'Fv� I . De termination for Seasonal` i fit° altt�le Method Used: ❑ Depth observed standing in observation hole. ... inches` ❑ Depth weeping from side of observation hole......... inches ❑ Depth to soil mottles inches ❑ Ground water adjustment feet Index Well Number .................. Reading Date .................. Index well level .............. Adjustment factor Adjusted ground water level .................:...::....:....................... Depth of Naturally Occurrin4 Pervious Material s < Does- at least four feet of naturally occurring pervious met6tidl`dxlst In till dress observed throughout the area proposed for the soil absorption system? _#_�L_ If not, what is the depth of naturally occurring pervious material? X � " Certification t fiX s �utis . I certify that on PI V �� (date) I have pa§sed the n and that the above analysis approved by the Department of Environme etal.Pe�ttraining, expertise and experience was performed by me consistent with the required described in 310 CMR 15.017. tit :• bit Signature P Ar } � 1 d x.t r In jl `3 1 SII DEP APPROVED FORM•1210719S .4 .1 r t FORM 12 - PERCOLATION TEST Page 4 of 4 1 7'f//= R !� A i Location Address or Lot No. a.O L� �Ve A 1 CU B Locat . COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test* Date: i:a �aY�LlG Time:, Observation Hole # Depth of Perc y Start Pre-soak /(q . 577 End Pre-soak I /e0 3 `/' Time at 12" Time at 9" Time at 6" Tim - 1 0. 041 �1A Rate Min./Inch Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Pas sed W Site Failed ❑ .................................... .................................................. ................... Performed By: . Witnessed By: ,�� l�ur�►+� AJ Comments: : :. .... ... .... . . . ........._......�......_....�..._..........._.._.... .,...._.. DEP APPROVED FORM-12M7/95 1111 TOWN OF BARNSTABLE LOCATIONa� L�tt�e ��del Q SEWAGE # J�S VILLAGE f—AU 11 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �0C 6Ion► cdNSV - SEPTIC TANK CAPACITY `AA LEACHING FACILITY: (type) a 5co AA� Cl Am Il�(S (size) NO.OF BEDROOMS BUILDER R OWNER L i nl0 Cv<re Lc A PERMITDATE: — >( —COMPLIANCE DATE: 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 �p(A d� A- 35 a . EACLE COTUIT HSE EXISTING l . POND A P 485161 WELL / 1 PLAN RE LOCUS RES. ZONE. "RF" l w or g0P� FLOOD ZONE "C" ASSESSORS LOT 6—4 34' l d� QoST ASSESSORS MAP 54 PARCEL 6-3 435 L� COTUIT BAY a q oo p 4 N6 9.34 LOCUS MAP CA -STK.(SET) UPS ���� 25. p' � `\ � • / / _ l � Z, 04 l TP#1 1�' � 1 �/ T�2 / 8 l ASSESSORS LOT 6-3 O AREA=60,433f SF / � PROPOSED 8 - / l cl� j HOUSECv / 6 0 4 o a 1 j 43 l W F / CV1 1 / W PROJEC T L OCA TION W _ — - DRI _ _ o� �`so I ' 433.11 / 204 LITTLE RIVER ROAD W _ _ o J COTUIT, MA. W — PROPOSED STK.(S T, 7p o02 30 E ����,�.H of ��,,,� y APPLICANT.' N PAUL � LINO CORREDORA w� 125 0 / MA �THEW V 51 STAPLES ROAD ct CUMBERLAND, RI 02864 U%`O, ASSESSORS LOT 6-1 EXISTINGS? STK.(SET) � Ar;�d�il Cd����I TrELL � sA � )-A NKEE SUR VE Y CONSUL TA N TS _ P. O. BOX 265 HSE + UNI T 5, 403 INDUSTRY ROAD NOTE. �' MARSTONS MILLS, MA 02648 �'` PH. (508)428—0055 — FAX 508 4 o� WA TERLINE TO BE A VAILABLE t F '' ( > 20—5553 IN MARCH 1997 GRAPHIC SCALE. BRUCE�� ; G. SCALE. 1 "=30' DA TE.. 12/26/96 O 30 0 15 30 60 120 + p MURAHY p No.749 RE [R7E— v- IN FEET ) - 3T 1 inch = 30 ft. JOB NO. 51128 SHEET 1 OF 2 104.5 TOP OF FOUNDATION 20' MIN. 10' MIN CONCRETE COVERS 4" SCHEDULE 40 P. V C. MIN. PITCH 118 PER FT. 2"LA YER 'OF EL. = 102 118"_112» MAX / / CONCRETE COVER WASHED STONE 4 CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 114 PER FT. CLEAN SAND 9 � I IQ' MIN. 1 i FLOW LINE j EL=97 0 II INVERT 110 14 "i i I _ II -I I MIN. 2.0' o o p° o INVERT 1 LEVEL o = — r o CAS I �6" SUM ° o INVERT BAFFLE EL.= g9.2� INb'ERTINVERT o o ° o {° ° °���.= 94.5 EL. = 99.5' , EL.= 97 25' EL.= 97 0'_ IA%VERY 4 4 ` I (TO BE PLACED ON FIRM BASE) DISTDl L IBVUTIOI� r _ 9_6.5__ MECHANICALLY COMPACTED OR 6" OF STOATE BO11 f 1500 GALLOP'S r i -- TO BE >=1 A TER TESTED / �--26' X 12.5' TRENCH FORMA TIO�V" SEPTIC 7'�i�;K IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3/4"" TO 1-112" }SOIL AB}SORPTIO ' —. —� 11'ASHED STONE I R0 FIEF 0 � S'YSTEllf (SAS) W A G E DISPOSAL SN1 S�1 - - BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = 88 NOT TO SCALE NO OBSERVED WATER TABLE (12124196) ELEV OBSERVATIOA% HOLE 1 ELEV=_ 100. 0 PERCOLA TION RATE <5 _ AII_N./ INCH AT _4 8"= INCHES OBSER hA TION HOLE 2 ELE iT=_ 99 DEPTH I HORIZ j TEXTURE I COLOR j OTT. 1 OTHER I j DEPTH I HORIZ I TEXTURE COLOR MOTT. OTHER 0-6" 0 ORGANIC I0YR2-2 0-6" 0 ORGANIC 10YR2-2 GENERAL _-VOTES 1 6"-12" A SANDY LOAM I0YR6-1 ' 6"-12" A SANDY LOAM I0YR6-1 : ;! I12"-30" B !LOAMY SAND I0YR5-81 12"-30" B LOAMY SAND IOYR5-81 � I� 130"-132 Cl I-lIEDIUM SAND IOYR7-6� PERK. � O"-132" Cl MEDIUM SA TD I0YR7-61 � 1) ALL T4TORKMANSHIP A_AID M_ATER14LS SHALL CONFORM TO D.E.P. j TITLE 5 AND THE TOT4'N- OF _BAR_NSTABLE RULES AND j j - REG ULA TIOIVS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO i NO WATER NO WATER T47THIN 6" OF FINISHED GRADE, OTHERS WITHIN 12 ! 3) ALL COMPONENTS OF THE SA-17ARY SYSTEM SHALL BE CAPABLE OF S 0 I L TEST T4jITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DATE OF SOIL TEST 12/24/96 SOIL TEST DONE BY BRUCE G. MURPHY ; RJR USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. WITNESSED BY: JERRY D UN.ALNG 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL DESIGN CALC'ULA TIONS- BE MORTERED IN PLACE. P,�8824 -5) Iv0 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH { NUMBER OF BEDROOMS . . . . . . . . 3 DEEDED OR ZONING REGULATIONS. -OWNER/APPLICANT IS TO INSTALL TWO (2) ACME GARBAGE DISPOSAL . . . . . . . . . NO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY 500 GALLON LEACHING TOTAL ESTIMATED FLOW 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR CHAMBERS WITH FOUR FEET ( 110__GAL./BR./DAY-x _3—_ BR.) 330 GALIDA Y IS TO CALL - 'DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS STONE SIDES AND ENDS - PRIOR TO COMMENCING WORK ON SITE. SPACED ONE FOOT APART. REQUIRED SEPTIC TANK CAPACITY 1500 GAL _ 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS' 26' X 12 5' SOIL CLASSIFICATION . . . 1 SITE CONDITIONS PRIOR TO COMMENCING WORK_ ON SITE.. DESIGN PERCOLATION RATE < 5. - MIN/IN. 8) PARCEL IS IN FLOOD- ZONE „C„—=--- - V - . 74 _ OA _EFFLUENT- L DING RATE �GAL/DA Y/S F. 9) LOT IS SHOWN. ON ASSESSORS MAP _54 AS PARCEL s 3 _.� �, -- �` _: LEACHING _CAPACITY (AREA X RATE) 374 LIDA — -- RESERVE- LEACHING, CAPACITY- 374 - 4 f 26= f 26 rt,°112 5f-12.5'X-. 74, X 2)' GAL DA Y MBER• 5.1128. _ OF 2� , , , fi _ u I z�l do T t 1 S 52! r- t- } f—-. i--I t- ! I i j j— - - --1--- �--i I' --I- IhFVK�► Z-111, QLIl.I-'M'- --- —�—l—' - ----- ' — -- F--i --j--I--i--I—'. l- i -- - , I I , I ! I _ —.---t_.;,-_._, �— I I ;�,. --r- i i--r--- � .�`. —.}, f ! �^ _,w �. —"', �r_-�•-'h i" - :, I � I 1 !' � I� I - — I I--� —� , !—�-- — —--- : : - 1 7 I i , i f I I • II + I I — I 11 li I I fl f _i� I r 1 i I , I I I ; �� SJ '�' �'`� I � -��-i-�I_._-- ��---� f .. � N I � -L- I - I I--- --I---I-- '--- '--- --'---'• -- ---•--- --- - ! I I I i t i- {•� h'�'1@� .il s I � I I � I I � I � j ,I I 1 -- ---�---�- -I__\I - - - - - -- -- - - - r , I , ... _ I I y t , I I ; el a00 I : ; t - y MD SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND SYSTEM DESIGN. MARKED WITH MAGNETIC TAPE OR R T. 28 EXISTING S (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM'. IS APPROXIMATE NGVD 99- EXISTING CONTOUR TOP DWELLING FOUND. EL. 43.3' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2, MUNICIPAL WATER IS EXISTING X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP GARAGE SLAB EL. 42.6't ' FILTER FABRIC OVER STONE 4 sc 42.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 40.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS ® 110 GPD 330 GPD � PROPOSED H-10 DBOX BLOCKS OR 4. DESIGN-LOADING FOR ALL PROPOSED PRECAST UNITS (98.4] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW B=40.82 (MIN.) PRECAST RISERS To BE AASHo H-iQ . 4~scH 39.9 f 4"OSCH40 PVC MORTAR ALL H-10 TH1 PIPES LEVEL 1ST 2' 4 COMPONENTS INV'S EL. 37.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 ;.= - r` (n'P) ENDS OR MATCH EXIST. 4' EXISTING 1500 GAL H-10 SIDES q, USE A 1500 GAL. SEPTIC TANK (INSTALLED) A-EXISTING 10" SEPTIC TANK >°o°o°o°o° �° s. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH )00000000 310 CMR 15.000 (TITLE V. LOCUS i SLOPE OF GROUND y. EXISTING TEE 14" *38.5'tWJ3 ° ° ° ° ®� Lg-�� ®RE ®®® ;°o°o°o°oLEACHING TEE °o°o°o° U '°°o°°°oo a > ° ° ° ° > ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO GAS BAFFLE . nj 'o°o°o°o° ® ® ® ® o°o°o°o° �Q� UTILITY POLE >°°o°o ®� ®�®®® ;0000000o BE USED FOR LOT LINE STAKING OR ANY OTHERSIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 37.25' ' '°°°°°°°° FIRE HYDRANT 1•:.•'•. :!• >°o°o°o°o .•o°o°o°o° PURPOSE. '� Y - o 0 0 0 BOTTOM 25 x 12.83 .74 - 239 GPD o B ( ) `•�,,�.;� =•'�' " � EL. 35.0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-i-1/2" DOUBLE WASHED STONE 4' MIN. DEPTH OF FLOW 4 (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED TOTAL: 472 S.F. 349 GPD ALL AP;)uND PRECAST STRUCTURES TEE SIZES: 6" CRUSHED STONE OR MECHANICAL (2 EXISTING) WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCUS MAP USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) INLET DEPTH 10" COMPACTION. (15.221 [2]) o PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND OUTLET DEPTH = 14" NOT TO SCALE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND DIGSAFE (1-888-344-7233) AND VERIFYING THE ELEVATIONS PRIOR TO INSTALLING ANY LOCATION of ALL UNDERGROUND & OVERHEAD UTILITIES ASSESSORS MAP 54 PARCEL 6-3 DESIGN" MIN. ( 2 x SLOPE) 29.0' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM PROPOSED SYSTEM c6.3 x SLOPE) ( 1 x SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN AP OVERLAY DISTRICT " A=EXISTING LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED GARBAGE DISPOSER IS NOT ALLOWED FOUNDATION B=96' SEPTIC TANK 20 D BOX 10 FACILITY LEACHING FACILITY. DESIGN FLOW: 4 BEDROOMS ® 110 GPD 440 GPD RE EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. USE A 440 GPD DESIGN FLOW - I y SEPTIC TANK: 440 GPD (2) = 880 **RE-USE EXISTING 1500 GAL. SEPTIC TANK ELEV. ELEV. LEACHING: 0„ Q 40.0' 0„ Q 40.0' SIDES: 97 FT. (2) (.74 - 143 GPD ?''. BOTTOM 451 SQ. FT. (.74) = 333 GPD 699 ORGANIC 61, ORGANIC TOTAL: 643 S.F. 476 GPD A A ADD (1) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) TEST HOLE LOGS SL SL WITH 4' STONE TO EXISTING SEPTIC SYSTEM, 10YR 6/1 10YR 6/1 AS SHOWN PER PLAN 12.8 X 12.8 ADDITIONAL LEACHING. 12" 12" ENGINEER: BRUCE MURPHY, R.S. B g WITNESS: JERRY DUNNING LS LS MA DATE: DECEMBER 24, 1996 „ 10YR 5/8 10YR 5/8 APPROVED DATE BOARD OF HEALTH PERC. RATE _ < 2 MIN/INCH 30 37.5 30" 37.5' CLASS I SOILS P# 8824 C C � PERC 17 MS MS L 10YR 7/6 10YR 7/6 BENCH MARK - CORNER QFJ 132" 29.6 ' 132" . 29.0' 1CONC BULKHEAD EL.' = 42.21 y a NO GROUNDWATER ENCOUNTERED CAUTION! , 1 ELEV. - 4 ELEV. UNDERGROUND ° ''� . Q � 40.0' 0„ � 40.0' UTILITIES IN AREA OF EXCAVATION! CONCRETE " 13 FILL a " FILL FOUNDATION 14 PROP. GARAGE TEST HOLE LOGS A/E A/E W/BATHROOM & OPEN ROOM LS LS ABOVE ENGINEER: DAVID FLAHERTY, R.S., SE2755 10YR 6/1 10YR 6/1 I R.S. 19" 20" •� s DON DESMARAIS, \R. ® WITNESS: � 0 oR\vE LEAN OUT DATE: JUNE 18, 2008 B B t -T T � T {' T T -Gi CLEAN OUT < 2 MIN/INCH LS LS � � PERC. RATE _ 10YR 5/8 10YR 5/8 I G G G G .� G i� CLASS I SOILS p# 12248 34 37.2 33" 37.2' 4� 0 O O A2 2 EXISTING 3 BR I DWEWNG TH-1 O TOP OF FNDN DECK PERC C C ^� O a- EL. 43.3' MS MS 51. #204 1OYR 7/6 10YR 7/6 LOT 7 I >�� ,fix E �•o;;0, '' •W- 27.6' 60,433f SF 124" 1 29.7' 120" 1 1 30.0' I (p+. 1.4f AC. i NO GROUNDWATER ENCOUNTERED 4 c 1 A as Ico 0 N. TITLE 5 SITE PLAN OF 0 204 LITTLE RIVER RD. I (COTUIT) BARNSTABLE, MA I S� w/ �JE PREPARED FOR pR BORTOLOTTI CONSTJ I MARVIN FREDBERG DATE: JUNE 27, 2008 off 508-362-4541 ..I {- IScale:1"= 20' ��� °FMg3s90 �tNOFMAS. fax 508-362-9880 1 �o DANIEL' y�N o`'� DANIELA. oyG� I downcape.com 0 10 20 30 40 50 FEET O ALA i N �A. � CIVIL N dOWN Cope V7 h7ef?h7j h7C. No.4098( No.4650 I �Ess%0 0. 1 �° �, civil engineers SURIJ q C 0 � land surveyors ONA! 0 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 BICE #08- 120 08-120 BORTOLOTTI_FREDBERG (2).DWG (ODE)