Loading...
HomeMy WebLinkAbout0102 SETH PARKER ROAD - Health 102 SETH PARKER ROAD #Centerville A = 170 — 185 i �lll� aa�'� llll ® J �y� 534 NO.2_ -1 R io- HASTINGS.MN TOWN OF BARNSTABLE LOCATION /O.2 Ate)-fer Rod SEWAGE# 90/es • OG/ VILLAGE Ccnatt•u,' 11C. ASSESSOR'S MAP&PARCEL J70 - /SS INSTALLER'S NAME&PHONE NO. -� [i CXCA✓ q ) )- OG S3 SEPTIC TANK CAPACITY /000 4a. LEACHING FACILITY:(type) - renc)%aS CZ) (size) Zx3 x 3 3 NO.OF BEDROOMS 3 OWNER Ro SenG re r% PERMIT DATE: 3 •IS • /Z COMPLIANCE DATE:��-/9- /Z. 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 AI - 15 AZ- 2p ' 133. 5 ` A` %5b`2," 44 - 32°7,1 0. A B Re«c' No(�CI(9� fo`� THE COMMONWEALTH OF MASSACHUSETTS Fee � BOARD OF HEALTH `own OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair x Upgrade ( ) Abandon ( ) - []Complete System ❑Individual Components 10 z- -e+h Pgr i 1 c �l/ I�,\ ��� / p 16 caner' N ame v Map/Parcel# CLV l' � U Te hone# Ins[aler'slName Mn UO��� � De' n r'sNa e 5N��"4_1 /-2V2n �1115-311J�—"T� d r s Telephone# Teleph ne# Type of Building: �,L CI�(1�� Lot Size Sq.feet Dwelling—No.of Bedrooms �,_3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min required) gpd Calculated design flow gpd Design flow provided gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator'_De�fpQC—S Date of Evaluation Z DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date _3 (2 Inspection 3 FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 �'Y 7"�F;l^ie"ys"c�'^'i..1... �.. ..)-.r. � i.�.�,•�-.:t.1'-.^..-�ry"''9'"�'•-w-,-.,ti, ,ia.v�.'�yU.e.''i' ..,± .v���..�1�'n,,..'�y ,e ^I. -a:.,,�—�' � , -No. IC7- THE COMMONWEALTH OF MASSACHUSETTS FEE ✓ OIJ BOARD O Ca LTH W 1 1 O F li.'J -b(-. APPLICATION FOR DISP%OSA�L SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (`r) Upgrade ) Abandon ( ) - ❑Complete System ElIndividual Components z__, Ph cation Owner's Name � I�U V ri r t f I � � IS 16 2_ 5�.+H Pew (-'0XT Map/Parcel# 5 p(� �.- �6-7_,Id y ( f k " Ls dL't# Dow Telephone# Installer's Name De'gner's Na e t -y cr�}v! �cc�e nl�s� � � Jai(/ L�II,,r� , a ( m c3 bA h l/'l/)A�dr®ss� % 5 V b 3 6 2— s r s Telephone# Telephone# Type of Building: �Res i d 2n c-9, Lot Size Sq.feet Dwelling—No.of Bedrooms \­3 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min required)0 gpd Calculated design flow gpd Design flow provided gpd Plan: Date 13 ( ._ k? Number of sheets 1 Revision Date Title "T-i 1 F i FA-r4 r) Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator QC4,n- )C I S Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has n been issued by the Board of Health. Signed �it Date ,3 t -3 .1 L Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. / dL ©lf1 THE COMMONWEALTH OF MASSACHUSETTS FEE ./lJ O L�1-,rc),-,A rPh Q BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(Y),Upgraded( ),Abandoned( ) by: n cdtO / at has been installed in accordance with the provisions of 310 C R /5.00 (Title 5) and the approved design plans/as-built plans relating to application o /c 0&1 dated -3 /5 �- . Approved Design Flow d Installer ��. Designer��u�.n ( Y Inspecto Date ��� The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 4 No. -�^'�C? -© l THE COMMONWEALTH OF MASSACHUSETTS FEE -BacaS4/-L:bLe--BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) an individual sewage disposal system at ! U L S e h Po Ir Ley 6_) + / as described *`r in the application for Disposal System Construction Permit No. ( �[It dated 3 151 Provided: Construction shall be completed within three years of the date o tri per- ;' tr dl'1'1 ca�condit�io�n�s ust be met. Date �.�a�/ t Board of Heltli- -. , FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON Y. , OW. 75 euul1 ta'F a �� ., t e Ihcbrelas Fe -C4leT, Dln` d,dE Irks. 0 TaL >c 111e.a11Lrh DMsi o, a 200 MAU St-eet,13ramiAq,1/lIA 026-01 Office: 508-562-4644 Fax: 50 5-790-6304 finstafle-F & Desigger tCerctfficat on Form. Date- V 40 � Sewffi�e Pen'IlnnIlt1 o20�ot 06 1 Assessor's MapTa`cel ��� !9✓ Designer: D VO✓�_ IIIDqu(Erro �tD� CA ✓Q l> Address: -l3 l lR i v\1 Address, On i2 � _L_JJCJ(M was issued a permit to install a (date) , (installer) septic system at ! 0 a- (T&K P aIKI , based on a design drawn by (address) G�✓�rPX � P� Pl--f dated 3/1 / esigne ) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but iu accordance with State & Local P.egulations. Plan revision or certified as-built by designer to follow. Z� �,jH of MA8 S9cti 9�" DANIELA. OJALA -� (Installer's Signa o CIVIL cn q No.46502 ` r �0�F FG S T �\/`�/J� �,y/ s�S�ONAL ECG (Designer's Signattiirc) (Affix Desigmer's Stamp Ncre) PLEASE RETURN TO ARITgSTABLL PUBLIC MEAL'IH Ia VI,SION. CERTIFICATE OF CULW-4CB, WILL NOT BE aSSUED aiTIL -ROTHFORM AND A OTH T, -BIJTtLT Ck OI ARE RECE EID BY THE BARNSTABLE PUBLIC HIE, DMSION. THAT 1a YOIJ. Q:Health/Septic/Desiguer Certificeboa Fo—im 3-26-04.doc gy Town of Barustabik C� 7 11E Pb, 1Departmolt of Regulatory Services Public J[-�e�Itll� Division Date � MA83 200 Main Street;Hyanuis MA 02601 Date Scheduled // Time / FL Pd. Soil Suitability Assessmentfor �,Illisp�osa�l PerFonned By: Wihiessed By: ]LO(CATION & 41 E4 RA L INFORMATION Location Address /0 a e� Owner's Name Ct 6 C Address Assessor's Map/Parcel: ! '70 'k� Engineer's Name 0 � Q sat' �3 NEW CONSTRUCTION ''' REPtVR Telephbne It �j J land Use L,�ar�°f SIDpcs(%) Surface Stunts Alo Distance's from: Open Water Body It Possible We[Arco ft Drinking WaLer WellFt Drainage Way .A1 1 ft Property Line �f[ Other Ct SKETCH: (SLreeL name,dimensions of lot,exact locations of its[holes 8c pore tests,locale wetlands-1n p1wthrity to holes) b 1 �Z, o lo (p Purent material(geologic)_�� 1'� _ _ Depth tq Q tlrocl� Depth(o Oroundwatcr. Standing Water In Hole: Weeplhg I'I'Ultl fait ROES� EsLimated Seasonal High Oioundwater ]DET E NATICJ)N FOR SE AS ONAL 1Fl[l[GH WA.71'l ER TABLE Nlclhod Uscd: Depth Observed standing in obs.bole: _I Z In, Depth 10 s4Jl muld.n;. _lu Dcp(h to weeping;from side of obs.hole: In druundwnlaY Aril u8ln,ent,V e� fn. index Wcll M Rcading Datc: Indcx Well IeVnl AdjI,hctbr a A41,0i'mint1wnter Jx4e.l IFERCOILATI.ON 7CJCST VON Observation A% Hole# TinLa tit.9" Depth of Per 1'lule ql 6" Start F— Pre-soak Time @ , � _ Time(9"-6') End Prc-soak d /0" Rate Min./Incll Sitc Suilabillty Assessment: Site Passed 5ile'•Failed: Addilionul TtsLing Necded(Y/1`I) .N Original: Public 1-lcnllb Divkion Observation Mole Data To Be CompleLed on Back----------- ""If percolation test is to lie conducted witi➢in 100' of wetland, you must firslt Uotify We .Barristable Conservation Division at least one (I) vvedl prior to begiuA4➢hig. Q:ISBPTIC\PERC�ORhd.DOC ID11C]C][b.®Bs-V�iiT�i7['][®1!T klf®�' , ~ --__ Depth from Sol l linrizon �' �-'�� �f$®I e #'�- Surface(in.) Soil Texture Soil Color - , (USDA). r Soil• Other ,(Munsell) Mottling g (Structure,Stones;Boulders, D L G /G vn Con istency' %-Oravej) —� —' Depth from Soil Horizon Soil Hole # St,rrace(in.) Texture Soil Color (USDA) Soil Other (Munsell) Mottling (Structum,Stones, Boulders. Consis e CY. %Cra%) ' -!L0 C D]EIEP UBS E]fR�TA71IONOLE J« ]LOG Depth from Soil Fforizan ][�[®➢�# Surface(in.) Soil Texture 5011 Color (USDA) Soil Other(Munsell) Mott-ling (Structure,Stones,boulders. ('o sistenry %anvell —_ .1 )iI)EEll' OBSERVATION TIOLE w Depth fi-om Soil Harizon �G Hole# ~ Surface(in) Soil Texture Soil Color (USDA) 5'olJ •• (Munsell) MottlingOther (Structure,Stones', Boulders, ConsWencv a_�(, Mood Insurance)Rate B411p. Above 500 year flood boundary No Yes "Within 500 year boundary No -- _. Yes,,,_••_„••_ Within 100year flood boundary No �c5 DoPTtatrnlrtnRY �c�u e�iin njirvaous PrgaterPal Does at least four feet of nafurally occurring pervious materlal exist in all areas observed throughout the area proposed for the soil absorption system' If not, what is the depth of naturally occurring jervious marol'ial'? tCemt➢ff➢caf�NO� • A certify that on l (date)I have passed the soil evaluator examination approved by the Department of Environmental.Protection and that the above analysis,was performed by me consistent with the required treinin/g�, expertise and experience described in �10 C1V1R 15.017; Signature . �" �- Data tt r Q\S2PTfC�PERCR0RM.DOC ' Fxs.. .......... THE COMMONWEALTH OF MASSACHUSETTS � �� BOAR® E HEALTH ~"... .....O F......-.. App iration for UWpoiial Work.5 ( omtrurti n 11amit Appl' tion is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System • -•- ....... ...... .................. ..................�. ...B----------------------------------------------------------------- cati Address or LoN _._._. ._. ----------------------- --•-••-- ------•-------•--•^_-----------•---- (Address /er� ►Wa ---------- --------- ------------------------------------------------ Installer Address Type of Building Size Lot... f. _Sq. feet Dwelling—No. of Bedrooms____________________________________________Expansion Attic ( 'S'f� Garbage Grinder (/t)C� aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otherfi tures --_ ------------------------------------------------------ W Design Flow........... ...��- 3__..__......-_-__gallons per person per day. Total daily flow----__._��?�-.d`_V............._....gallons. WSeptic Tank—Liquid capacityl_SZ'f.P*allons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit Diameter____________________ Depth below inlet.................... Total leaching area............_.....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a O Description of Soil......._: ' .._ V -•---•-••-••------•••••••---•••-•--•••....----•------•----•--•-----------------•-•-..._....._--•-•••--••.....-••--•----------•-------•••---•••---•---••......---•-•-•--................................ W ----------------------------------••••••••-----•-••----•-•-•--------•---••-•••-•••......._......••----•-•••-••••. -------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable._____.......................................................................................... .............................................-............................................................................................................ ............................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 1_1 .a� p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Cuuticate Qi.Compliance has been issued by the board of Xalth. n/ Application Approved By--•• -------------- ---•-_ -•--- =.._.._..- mat Date Application Disapproved for the following reasons---------------------------------------------------------------•---------------------------------•--••------•--•• --•--.....----••----------------------------•------------•---------•------•------------........---------•------•-•••-.....-•----••-•--. ------------•-------•----•••-•-••-•-•-------------•-•----•---- ' Date Permit No.�� `�=-- • - Issued-------------------------------------------------------- Date is BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road / Osterville, Massachusetts 02655 /Tel. (617) 428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering July 22 , 1987 Mr. Jerry Dunning Health Agent Town of Barnstable 367 Main Street Hyannis, Ma. 02601 r RE: Septic System-Lot 678 Seth Parker Road Centerville, Ma. I Dear Mr . Dunning: The distance between the as-built leach pit with stone on the above referenced lot and an existing well pump house on an .adjacent lot to the rear is 156 feet. Should you have any questions or comments regarding this matter , lease contact p a us at your convenience. Very truly yours, fR 'gl�Vr P. Michniewicz, .E. Baxter. & Nye,/ Inc. RPM/lp MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSEM ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS }yr J��-...��--�- f' n ....... THE COMMONWEALTH OF MASSACHUSETTS `7 o-- BOA RD OF HEALTH Appliratiun for Diupuuttl Works Tonstrnrtiutt Frrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal system't P ......................... 4° _.._._��<..:�--------------•---- ---------� �� -- ------...--- . ------•........---•••--------------•- +3,ocati Address .w s or Lot'of jN r '� ...................... ...�. ?r-k - .....__... ....... Address ... g '. + ..................................... ........ :.^!"" Installer Address Type of Building Size Lot.. Sq. feet Dwelling—No. of Bedrooms__.........................................Expansion Attic Garbage Grinder (/`f aOther Other—Type of Building ............................ No. of persons---•---.--.______.__________ Showers ( ) — Cafeteria fixtures ......................... --•--••-------•••••••---•----•--••--•----•-.._..--••----•--•. •-••--••-••-•--•----•-•-•---•----•••......--•................ W Design Flow............................................gallons per person per day. Total daily flow.._....._�.........................gallons. WSeptic Tank—Liquid capacity ll_'gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....,'+'.' ._.._._. Diameter.................... Depth below inlet.................... Total leaching area..................sq. it. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_.____-_____-__-..__-_-. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a �- K =-----------------------•----•--•--•-•-••••-•------•....••--•----.........--•---.........-------•-•-----••-•---•------•-•--•-•--............--•... D Description of Soil........ x W UNature of Repairs or Alterations—Answer when applicable............................................................................................... �- -•-••-----•-•-----•-••••---••---••---------••---•-••----•------•••-••-••••--••--•-•......-•------•••---......••-•--•-•--••••----•---••--•----•-------••---••--•••-••-•-•--•--------------•-----------••• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of ii I'I j of the State Sanitary Code—The undersigned 'further agrees not to place the system in operation until a C iicate Compliance has been issued by the board of(health. -- Application Approved By............... - �'` .y= '-' '................. ... --..r . ........ Date Application Disapproved for the following reasons---------------------------------------------------------------•-------------------------....................... -••-•-•--------------•--••-•-••--....---...•-•--•-•-----••••---••••••••••••---•-••----••--••-•-------•----•----•-•----•--•-••••--•-•------••---•-••-••--------••...................................--- /� Date Permit No �' f, ,.?` . �..... Issued-------------------------------------------Date------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....OF.....I.................. r-.\a.. =--+- ... -' �rrfifiratr of Tumtphattrr THiS-,I:S 0 CERTIFY, That the Individual Sewage.Disposal System constructed ( ) or repaired ( } �- at.-•__ r --------- - ---._•.• ---.....•--•....•. -•---•--•-......--•-••......-•-----••---____._ r has been instailed in accordance with the provisions of TTi t!!iT 11" D"Of The State Sanitary Code as de-crib in the application for Disposal Works Construction Permit No �_._ ' ..--�. dated_ . ' __--- ------- in the THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT HE SYSTEM WILL FUNCTION SATISFACTORY. DATE..................7.:'---f-7---n-.---6---).......................... Inspector.......L.�..... --�—4^^^^—........ ................... THE COMMONWEALTH OF MASSACHUSETTS OF I ---- BOARD FEE."! . Ravoutt arks Tonstrudion Vrrmit Permission is hereby granted------...... ..K . .......:....... '��'.,,,,,-.................................................................... to Constru t ) or Repair(w an ndiviiial Sevc�ag isposal yst- *. at No------ �� ".."" ' *" . -C=�!'f_..���' _..... --••--'".......�-•-•----•-•.............•............. q .Street .` as shown on the application for Disposal Works Constructionlermit No .. r-� �' , Dated.._._.._ __. ._ . .............. �A I Board of Health DATE -----•--------?......1.1.5.�.�z... / FORM 1255 +,HOBBS & WARREN, INC., PUBLISHERS q �1✓51 C�11�IOTA . � _� �✓l N fzl.E 1-ATE()L`(-.3 T3�.v�rtS j' �A t t_-< -PLOW t t lb x 3 = '33a 6L 7i ` -� (,78 ` ll6E 10Dp 6�ALLO0 SlaFn lA►aK Isyo S PO-P rT, u S E l OZ>(> ErAL .o g7rr KlriH 1' �Qtj5�4ly� STot�l'�. v�®x S�Ewoc.L• la,� s,iANK AeEA = veo SF �1' oC'Ct`JIsp�1 At�GR�s:50SF C 2.5== 35Zo5 CG�PP'It�t t10 ��21w�Oi1 u Gb z--,$T td(co.�) #.VXC.m( sosa 0- t.o 5�'OmI_ T7Eblbc . =Lcv / 425 Cp7 ;- -67t ; __.. 52 -�- —t F-RGOLAMIaN T- 1`TZOT W 2Kl►.1.4tzar55. FiCHARD � � y BARTER fVo 24048 Jr j Tl-�sT cLr- a / �r ; �� '► - g17e), i� > .: .. r, � SS�G53, E F o A -t7.8$ bZ y �/ :::a Tom aF FKIV Z• s�a s� r----T .:� Oq Nl� 1Ot�a ox 5�v G�.L_ Zia rA o• ,. M Glcl. SOD S p rr wJ I1Iv A ` ITR 1'0- V-M)IF-Vkp C ERTIFI E.D pLa`i" P1.Ah1 EL -44.0` !_ocATtaN:(,:-� M�T jz t�l� •5 Seat-�: V=5'O' 12AT►=: AttU I, $ PLAT1 RF--F NcG ENTF�P-,! 1 LLl= RIZ fi a.:c7R�F17 1� _ErlS►ERt� flT1 `�-1'��1�Z7� I GE..>;-r"1FY TF-l�C`T'TI�•E-F"ouNv��o►..t 'SH�wt,! I L ��1�,•cs i�t���1,1 cz�MP!-`tS �n1[�'►� '�-•4� 5 tr�� �tra� Z�s�tt��l� �t��.�-�•• t�h� . i\Nt1 'RECk�111;E1y4Et�iT'S oWr.1 �F I �QNSTi4-S-%.E A.Qr2 1S 1,10-r -APT;A—LC'_NLZ L► ��i �j t�t1�Lt` 4c/IT14IQ7 HF- -F1-0017ALIa,)Y, . TH1 - 15 NOT -lbAsEp ory INSTRcJM,E� AcjSuF,�EY /�ND T HG OFF5FP5 5t-IOWN 5HZ)aI.D TqUT �`-- t3 E US El- TLD ESTXT3 U S H L Z;,rT L 1 N E 5. TOWN OF BARNSTABLE LOCATIONS Lam'��� ---- SEWAGE VILLAGE .���e��t 1N ASSESSOR'S MAP & LOT / 6'`,t'5�/ INSTALLER'S NAME PHONE NO. CV(� ClIn EPTIC TANK CAPACITYz I f rid' c LEACHING FACILITYAtype) (size) 1-'� �,�--NO. OF BEDROOMS -:3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER r/ L&L - DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No !/ °�� �-� �� �. �� ��� ���[ . �� �� J ALL SYTE SHALL SYSTEM PROFILE MAR ED WITHCMAGNETICTTAPE OR BE ay NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 1. DATUM IS APPROX. NGVD \ PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE TOP FOUND. EL 54,71 _ 2. MUNICIPAL WATER IS EXISTING MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE R;_QUIRED OVER SYSTEM 53.3 ear 0e ocus 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PRECAST H-10 RISERS (TYP.) 4"�SCH40 PVC 4. DESIGN TS B LOADINGA HR10LL PROPOSED PRECAST Qot 52.4 PIPES LEVEL 1ST 2' 2" DOUBLE-WASHED PEASTONE 3' MAX OR GEOTEXTILE FABRIC 0.75' MIN 5. PIPE JOINTS TO BE MADE WATERTIGHT. o e c 4p 4�i 10" EXISTING 14" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE a cFoW er orn TEE SEPTIC TANK** TEE , : ° ° ° ° ° 00 ° ° ° 0 0 ° 00 ° o °°O°O°O°O°O°O°O°00.000O°O°O°O°O°O°C O O°O°O°O°O°O° 00000000000000 51 .0 6" MIN. SUMP 505 00000000000000000 000000•000000o WITH 310 CMR 15.000 (TITLE 5.) 3 000°00000000 0°0000000°000°0o0oO 00000000000000° o 0°00000000°0 00000°000°0000 GAS BAFFLE::: °O°O°O°O°OOO 12" MIN INT. DIM. o°o°o°o°o°0°0°00000°0°0°0°0°0°0°0`' ° °o°o°o°o°o° 000°0000000000 48.35' 0 0 0,�0 0_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �..�. ^ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 4' LIQ. LEVEL (ACME OR EQUAL) 50.7' S0.53' 4" PVC SET AT .005'/' SLOPE NOT TO BE USED FOR LOT LINE STAKING OR ANY c ON 6" DOUBLE WASHED 3/4" - 1 1/2" STONE OTHER PURPOSE. (2) 32' X 3' X 2' DEEP TRENCHES 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. out 2$ 5.35' 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) 'CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. (1 .8 % SLOPE) ~ BOTTOM TH 1 = 43.0' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP FOUNDATION- EXIST. SEPTIC TANK 16' D' BOX 5' LEACHING CALLING DIGSAFE (1-888-344-7233) AND FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT WORK. ASSESSORS MAP 170 PARCEL 185 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED CONDITIONS IF NOT SUITABLE SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 1.97 E�NC1E 2.00 SYSTEM DESIGN: 106 28 2.67 GARBAGE DISPOSER IS NOT ALLOWED 52.33 BENCH MARK - CORNER OF z CONC. BULKHEAD. EL. = 54.8 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 1.88 Mv USE A 330 GPD DESIGN FLOW 2.87 53.3 SL T „- TANK: �0 GRID (2) = 660 2.24 S2 8 .J24L� _ 5 j/ \ 3.26 FP i(` - ? D ■ TEST HOLE LOGS 2.1 X �' �oo� // RE-USE EXISTING SEPTIC TANK ** GP / .10 1 53.2�/ LEACHING: ENGINEER: ARNE H. OJALA, PE, SE �, . 7 / �i,�53.99 <"2 c ®5 .40 SIDES: 2[2 (32 + 3) 2 (.74)] = 207 GPD DON DESMARAIS, IRS � X `��- WITNESS: DON o .80 BOTTOM 2[32 x 3 (.74)] = 142 GPD DATE: MARCH 12, 2012 53.06 �� 4 54.02 PERC. RATE _ < 2 MIN/INCH ` ' TOTAL: 472 S.F. 349 GPD �8 10" BIRCHES DECK �� X 54 USE (2) 32' LONG x 3' WIDE x 2' DEEP CLASS I SOILS P# 13572 �\ LEACH TRENCHES OF PERF. SCH. 40 PVC PIPE AND STONE .5 \3 ELEV. ELEV. 53. 53.28 \ ^\ p" 53.0' p" 53.5' - 4 3 A A EXISTING DWELLING M LS LS 97 TOP FNDN. = 54.7' 98 LOT 678 APPROVED DATE BOARD OF HEALTH 10YR 4/2 10YR 4/2 x 54 0 82 15,028 t SF $11 B 899 B �54.39 TITLE 5 SITE PLAN / 4. 2 \ LS LS X .83 54.27 \53.70 x 5 .65 OF 10YR 5 4 , 10YR 5 4 54.28 54.34 / „ / fi c 102 SETH PARKER ROAD 30 50.5 30 51.0 I .1 5 1-1�50.83 48• \ CENTERVILLE 4 C C m 4.00 54.04 / PREPARED FOR 5 PAVED / 53.1 1 5AN B&B EXCAVATION/ PERC MCS MCS \ //// ROSENGREN ��0.54 O 51.00 / 2.5Y 6/6 2.5Y 6/6 // MARCH 12, 2012 5�32 2. 50.79 / .39 OF Mq Y46 NoMqoff 508-362-4541 0.19 ' ' fax 508-362-9880 120" 43.0' 120„ / 1p ©ANIELo43.5 / downcape.com °X'49.99 OA • • •down cape engineering inc. NO GROUNDWATER ENCOUNTERED R No. civil , Scale: 1"= 20' ti L 6F �oNAL E \ �osu `° � � v / engineers land surveyors 3/I l IMain reet ( R to 6A) DATE DANIEL A. OJALA P.E. P. .S/ '2-o 4 7 0 10 20 30 40 50 FEET , .L. YARMOUTHPORT MA 02675