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HomeMy WebLinkAbout0395 REGENCY DRIVE - Health 1 395 Regency Drive A = 064 —032 I Marstons Mills �r . r J ' c I i t% Ct • 4, C 6 , n rat • TA o ' TOWN OF BARNSTABLE raLOCATION 395 ?,G GC--0Q 14 tmukjE SEWAGE# 02 014,6 eL3 VILLAGE MARS"b0,S M 1 Q-5 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.CAi>c'W11DC SEPTIC TANK CAPACITY 15&Q Ca,+U-005; 2 Sckj GA . COUCAery , LEACHING FACILITY:(type) c a40dZ WXS (wS� (size), a5 X G1 $ NO.OF BEDROOMS OWNER N()CL -Z �� �✓ , PERMIT DATE: -;to 4 COMPLIANCE DATE: Separation Distance Between the: Gd2wovW 4T&-_. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Swou&,i-dwb I1 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) a A Feet Edge'of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Iv A Feet FURNISHED BY CAPELe.41>6 &JTE00JSeS �.�-�— A INI DECK �. A-1 ; 2.9.6p C� Qa t _ A�2 Lid` b-4 �ta.B A-S 52.4' Q'S ; 4s.z' v No. / S Fee /40 THE COMMONWEALTH OF MASSACHUSETTS Entered in comp to . j� Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS \ 01ppliLAtion for Vspo8AY 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3C�� ��� �� �jp� Owner's Name,Address,and Tel.No. M4stjjS 1kt� NO CL £ 1 tiJN�; wcr Assessor's Map/Parcel fp 5 3 k, k LK;M Installer's Name,Address,and Tel.No.a5D0—477-Z'g7) Designer's Name,Address,and Tel.No. 56 S-a,7'3-031-7 CAP rr 1.of DE Gi- 1 PKJ.SES L4.G L >✓� �C l✓yJ6.(1.� t 1.sC�c �L E Type of Building: Dwelling No.of Bedrooms Lot Size t-f 3,-71 0 sq.ft. Garbage Grinder( ) Other Type of Building Rom(D Wr(AL, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3,3e-) gpd Design flow provided 3 q9t,T gpd Plan Date :TA►+J A 71 ).01 Number of sheets i Revision Date Title 3 7 5 P-6;Wag bk "Akg'm�j5 " I LIC.>5 Size of Septic Tank ( 1500 G110CL Type of S.A.S. ;P 50-D Er4 L C1W,4(B__V1,S (W&rbjJ Description of Soil A[j5!)J ylt f G1 Dx}J26 9&&AZ> MA/ Nature of Repairs or Alterations(Answer when applicable) Lh CyU ?L) T*9­11�_ ra tAle_) H-A0 D-Pox M A H- ao Sou Ga",LOL-) c��61-LQer CHAU c (AS I Tkk `k ES-6T nl= =r_E;Gy(-TG 5 Q kkCX cJb 1 x )ram 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 issuedAthisoard of He Date ( t Application Approved by Date Application Disapproved by Date for the following reasons r Permit No. Date Issued No. / Fee O a2 THE COMMONWEALTH OF MASSACHUSETTS Entered in com t . Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for 10isposaf 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 39 ����I`r L '�j� Owner's Name,Address,and Tel.No. p =' Mk_STCp S N,U- ,N c - �t N NL '-� x1 S !tit t Assessor's Ma /Parcel Installer's Name,Address,and Tel.No. %$-q-t7-g jj�1 Designer's Name,Address,and Tel.No. Gi i t tL v E , ,4 Type of Building: _ Dwelling No.of Bedrooms Lot Size ,,, 0 sq.ft. Garbage Grinder( ) Other Type of Building Q C_.r4,(j2 `t'( 1. No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' wy Design Flow(min.required) gpd Design flow provided 349,q gpd Plan Date �A 1d A 7, ,�p/[.� Number of sheets ' Revision Date - Title %3 9 S_ lQ�.,c )(e q "AR'S 1- i t M ILLS Size of Septic Tank ( 500 t,u(,.L ' /Type of S.A.S. ;� 50a CaA L (Ar&rwc` Description of Soil Glieb/Ln&1 �SpkZ 0.9" /�Sf.T F64 Al Nature of Repairs or Alterations(Answer when applicable) U.< X!S'r(tuG— /5U� t.t UU 5&PTI(::..- `2 l��Z��1�� �-f- n-took �-� a N- a o �-� �E � c e,4 Q �-- Date last inspected: Agreement: 4 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 Board of He igned ;" Date ( '"/�� Application Approved by f �f _4 /; � �J'/�// ` i� _ Date Application Disapproved by vy F Date for the following reasons _ Permit No. e Date Issued 7C7- v TitE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Com Yiante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(K) Upgraded( ) Abandoned( )by �64��C��I C Ct (� W{ \ at _?, R �D4- MOC has been cons cted i accorat_Q e with the provisions of Title 5 and the for Disposal System Construction Permit No. / v Installer��9 El-U1be "I (EK, (,X- Designer 1 b 0fix .Z�C. #bedrooms Approved design flow 30 ,i// gpd The issuance of this permit sh ll no be con trued as a guarantee that the system wil func on asJ��/e�signed. Date � Inspector I1,{� ri / a✓ 4` ----------------- --------------------- -------- ------------------- - - - - No.' f� �'� .J Fee THE COMMONWEALTH OF MASSACHUSETTS l' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(4) Upgrade( ) Abandon( ) System located at ��G-�- )�T ( V� (�/� �X�S `.�✓S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction/must ellompleted within three years of the date of this permit. 9— Date ,/ Approved by .F > lV r � �� 2/06/2014 06:09 5092730367 92742 P. 001/001 a , 'own of Barnstable Regulatory Services Thomas F. Geller,Director BADWAB1 NAMPublic Health Division 0i163 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508.962.4644 Fax: 508-790-6304 Date: a'b' I y Sewage Permit# 14-0�' Assessor's Map/Parcel 6 y L�32_ a Installer&Designer Certification Form Designer: 5G Ert9t�eeci� , T��G , Installer: Caeewide. LcytFerecfse.S LLC Add ress: 2651, Ccanoe�N(,lnw2X Address: &ash w�rehAnn F1 fh o Z%3 s MASopc F,MA O;L On fi"a9' �Ao ►aEeiy�'c�IPl1�S� L�v s issued a permit to install a (date) (installer) septic system at 315 Resc,,&iA Da A u__s_a_"N((,Es based on a design drawn by � (address) SG 6f19-t1eer(n5 , TVIC. dated TaAuwX 27, zaly / (designer) V I 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system'referenced above was installed with major changes (i.e. greater than I W lateral relocation'of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if req ' .nspected and the soils were found satisfactory. srOFu~ JdNti L. CI11 v1C -I U —�.._... CIVIL Installers I ature) No 41607 _ �o esigner s Signatur (Affix esig er s mp Here) I'LEASF. RETURN U BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CQIVIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION: THANK YOU. �I'.ul'lira Iiimsldcsigncrccniriciiiail runn.doc 'VE Town.of Barnstable P lk Department of Regulatory Services ,aT,�r� • Public Health Division Date J � MA9.4 enjg. ,�� 200 Main Street,H aunts MA 02601 ell Date Scheduled r Time Fee Pd. 0� S f1 Suitability Assessment for S'ewa is ®sal v Performed By:- y i c,II--a&l e m tyl�p_' Witnessed By: f LOCATION &GENE:RAL INI+'ORMAT'ION Location Address 39 RMe D� Owner's Name Nwc, i_&we wGt6 �_�° ,i r�"! WS < MILL.>Address 39,5 P_Ee ey p� ►�i K( Assessor's Map/Parcel: L4 10-3 ;L y Engineer's Name �.ht/66'Xb& 60 0,4 NEW CONSTRUCTION REPAIR Teleph one# j()�\ TC 6fly"1 eeefgb $ —C�`j, .., g� `� Land Use 5talgi� arils dwelltnc Slopes 95 _. Z-(a 5G$ 273 037] p ( ) Surface Stones Distances from: Open Water Body - ft Possible We[Area ft Drinking Water Well _ ft Drainage Way ft Property Line 7 10 ft Other ft SIWT'CLI:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands(n proximity to holes) SeL a-I' a&hk&( Q l a✓) Q M= `0 :y v W Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 7 i 2 by g Weeping from Plt Nee a a; Estimated Seasonal High Groundwater 7 13 Z w9 5 DET'ERAIINATION FOR SEASOINAL HIGH WA' E11 TAWL,l+ Method Used: _piMCt 6b5er%1aA4-n Depth Observed standing in ohs.hole: 7 132 In. Depth to soil inottles:. ,ln. Depth to weeping from side of obs.hole: -ter in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj,thctor Ch-oundwaterlgve! PERCOLATION TEST Datt: 1-27-1 rhn�_ 10 .At/ Observation Hole# 1 _ Time at 4" �W Depth of Pere V8 IO L1 Time at 6" Start Pre-soak Time @ 16'/0 a't1 Time(V-61 ' End Pre-soak Rate Min./luch Z ` Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) ti Original: Public Health Division Observation Hole Data To Be Completed on Back-----=---- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\S EPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# L Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsi§tency,%Oravel) 2 1 L $ �.0 i r3(� G &�6 J'Gos e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon; Soil Texture Soil Color Sail Other Surface(in.) (USDA) n (Munsell) Mottling (Structure,Stones,Boulders. Consistency,`Yo ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Oraycl) DEEP OBSERVATION BOLE LOG: Mole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulders, Consistency, b a Flood Insurance Date Map: Above 500 year flood boundary No— Yes 1! Within 500 year boundary No Yes Within t00 year flood boundary No,__�✓ Yes T w Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y�5 _— If not,what is the depth of naturally occurring pervious matorlal? Certification I certify that on 1('-21-99 (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 training,expertise a xperience described in�10 CMR 15.017. ` Date / Z y Signature %/ QAS)3PTIC\PERCP0RM.D0C t�fsl-3/- TOWN OF BARNSTABLE v t,j-rv( LOCATION6 SEWAGE # VILLAGE 114ec xS WaL-S ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.�� �J� j � }�� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) /aZWi NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER__?a,,', BUILDER OR OWNER A<lj?v© DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: I& - ' L o � VARIANCE GRANTED: Yes No -�� t f 2 . ! �5 y S� ti y i VJ. 0 THE COMMONWEALTH OF MASSACHUSETTS 3 l,5 BOAR OF HEALTH „ D�2. -----.-I��h�---.----- .-.oF.... c D- ,-- - ---------------------------------------- Avoration for Ilwvasal Works Toustrudion Vamit Application is hereby made for a Permit to Construct ( V/ or Repair ( ) an Individual Sewage Disposal ystem at: on A4_ ...... - Locat -Address or Lot No. � caner dress D .. ............................. ...... Installer Address 1 d Type of Building Size Lot__1 �� _.aSq-feet Dwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T ype of Building ____________________________ No. of persons_____�____________._.___ Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------•-----.•..----------------•---=-------------------•-- ............................................ Desi n Flow________________ allons er ersorer day. Total daily flow_.__-S.so.............. ��� lops. W g g P P Y Y WSeptic Tank—Liquid capacity1,QMgallons Length.____v_.__-_ Width ____IQ__. Diameter________________ Depth______.2__-- x Disposal Trench—No_____________________ Width i__.___._.._.__.____ Total Length.___. ____.___.__. Total leaching area--------------------sq. ft. Seepage Pit No.____k_____________Diameter._IC�__C)"___ Depth below inlet_!�_l)......... Total leachin area �i. ....sq. ft. Z Other Distribution box ( v) Dosing tank (, ) �" 3�� Percolation Test Results Performed by-t!___Y� �I_ .____._._•_________________________________________ Date _�n __t� ���� Test Pit No. I______2 _.__.minutes per inch Depth of Test Pit•1�51.,n........ Depth to ground water---- ater___-61-_________- (_, Test Pit No. 2______2.....minutes per inch Depth of Test Pit_ '5(P _____. Depth to ground water------------_________- M � - - ---•-- --•-•-------------------•-•-•-....._.....---;.............................................................. ��soz OxD _ tiescr ton o ol _ " - 4io•_-• - ��• �, ................. 1 Vi� su� x gA 4a--� r'_...__�nn� l! _.S��' --........... ...------...•-------------- ..... IL�� t 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 iITL% 5 of the State Sanitary Code—The undersignAfurther agrees not to place the system in operation until a Certificate of Compliance has Men issued the ar f eal r s� Signed :'... ! ............ Q Dae _ ` "'`' ---------_.CJ_-1 • Application Approved BY ate Application Disapproved for the following reasons:.................................. -----------•-----•-------•-•-------------•--•-------..__.._..•------•-••----- .......................................----•------••----------------------------------------------------.---•----------------------••---_.._---•-----•----••-------------•-•---•--- -----...--•--- Date Permit No.._._.S_ 5 - Date � s � �l THE COMMONWEALTH OF MASSACHUSETTS l' BOAR OF HEALTH Vv --..------..OF.._ .:YI 4,. -------------- Allp irtt#iun for Diipuiitt1 Workii Tunitrurtiun Frrmit Application is hereby made for a Permit to Construct ( v� or Repair ( ) an Individual Sewage Disposal ystem at: - _ .. Loca o -Address !! or�t Iv o. �.`_-�• l�,l. _i_S ................................................. ............................ .Se . S J,11 'y Lt,vt O---------------------------- jb - � Installer 01 Address UType of Building Size Lot_1:_D_________________51T-fm �-, Dwelling—No. of Bedrooms............_______.........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons_____�.................. Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------------------•----------.-•--•-••--------•---•-•--•••-•-------••-----••- -------= .._._... W Design Flow................5 ...................gallons per per so per day. Total daily flow._.�.�-�.._ .__________..__....._____,_dons. WSeptic Tank—Liquid capacityl�-.__gallons Length __l�_.._._ Widthf:.._�.p.. Diameter________________ Depth_-=>_.�_" x Disposal Trench—No_ ____________________ Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.i(:�__U_':.._. Depth below inlet_ n�........ Total leachi�area=_).C_�_....sq. ft. Z Other Distribution box ( Dosing tank ( ) -p- 5:)n Percolation Test Results Performed by_t:_1...kcij.6_4_.......................•1...................... Datest-.{_!_� ___� . ............... a Test Pit No. L___._ ..____minutes per inch Depth of Test Pit .G`5 _1________ Depth to ground water.___-"�'--________-. (i Test Pit No. 2....... _____minutes per inch Depth of Test Pit.1.2k....... Depth to ground water........................ --------------------4.--- --i--............_....__--•-----------...-•----••---......_------ _.. .. Description of Soil m�_�A �' �'l�C<<. C���L_ fit' 1 ----------------- c: A Z_.Q •----•-•----------------- - ----- Ll ...Sf!�L(ft ` ......I!� Cc..c :_ ..�-� V 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 TITLE 5 of the State Sanitary Code—The undersigned f ther grees not to place the system in operation until a Certificate of Compliance has issued by t e boa of h a h. Signed .. ...... .. ... ... .............. .... ----- ----.........------- Date Application Approved By................. •••-••----- ........ ---------•-- " t � (T-Date Application Disapproved for the foll ing re o S-..............................--••-------------------------...---•---•-------•...-••-- ---._._............_. ..------...-•---------------•------•--••-•--•------••-------•----•-------------------•----••----------•--•-------....._....._..---•---•--------------•••••--••---•----------•-••• ...................... Date PermitNo........ _S-------•-4 ... Issued-..................................................... - Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......... G...............OF..... ... .............�...., ............................................. (frri ftrtt iaf 0�% ttnr�e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--------------•--- •- ----_-•-•-�-•�--• --=....................................................................................... �' ..._................ .N- � M �j Installer at-------------- r ..l •--•------••-........P---�`� •-•-•-------•-------------------•-•-•------------••--y--...---....---------:--•---•-------------•-- has been il1eif�accol�dafibc�it'ti rovigr6i15�of TITIE 5 q '1Thtate Sa.nitar Code as described in the application for Disposal Works Construe ion Permit No_________ _______________.c��__________ dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL N M Ca"NA�RIIED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................•--•-••-•--•----•----------...........---•--•-•-----.....-----• Inspector...---•--._.....__•---- ........................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH NO -�.( fit%.. .�. i...........OF..-_......./ lc-.`_Yi.�,? l................................... FEE...... lJ� Dispuuatl Works Tuns#rnr#iun "Permit Permission is hereby granted ''�..__. "..... to Construct ( ) or Repair ( ) .ari div"idual Sewag DisC)s'al fs em atNo. - r - •--- •--.....__.-------------•--------------•----------•----•-------•--•------••--------....-----._............. Street as shown on he ap lication for Disposal Works Construction Permit No.(-,_ _. 't. __ Dated.......................................... ------------•--•-----•--•------------------------------ •--------------- _------•---•--------- DATE - -------- Board of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS — S YS TEM PROFILE NOT TO SCAL E TOP FDIC EL . ioi.p o o •o •o. ° FINISH GRADE FINISH GRADE OVERe, e. FINISH GRADE OVER o n DIST. BOX 9 8 . o SEPTIC TANK 9 FINISH GRADE OVER e .o•.e 8. o o L EA CHING PIT 1177 9cS •o • o 12" MAX. o:8. :o•'°F oe:e.'O.o •:e'°.oe:ea,e:�:i••,.o,.�;a :s:e•.:••; e: e'. : ••e'po 3" OF 1 8" — 1 2" 12" MAX :�. .• t o. :n:. :s: a .. e;a:p;e;e' ASHED PL:4 STONE' :ej, Q:_o•:e :e. e PRECAST CONC. OR "'" BRICK 6 MORTAR 3 n s: IV ° OUTLET PIPE LEVEL TO 12" BELOW GRADE e FOR 2 FT. MIN. 'o• 0� _ •.p• e••.o:•o•:D:o b a• .o, :a:ao,•oo.•••:•.•o O C. '0• :o' .Q o b'd19 . o-.::o:e e.: m 9S,v'� •e::: . •'•i..•o...: �o D 0 •• a v: :p! �-:*•,•.. . C. I. OR PVC TEES 1) .9 a °° ''•a:o: po o.o°c° :°� pQ :o o:b:a 9-S; 7 — ° A ` I'•o e: 4 0 BSMT.` 3LR. .1000 GALLON EL . 9 so o ap DIS TRIBU TION BOX PRECAST CONCRETE NSTALL ON LEVEL BASE 3/4" TO 1-1/2" a; 6 0 a WASHED PRECAST a H=10 REINFORCED o CRUSHED 18 a: CONCRETE :I o.o STONE b::p. O. :•o.O. .o:O P•.O,•p e.,.o;•Q•,O.b'•p:O o•:O'O•.• .p:.0;.,0'b:p:. I 'y r H /0 REINF. Z1. p I SEPTIC TANK p " o •.°: ° o.' INSTALL ON LEVEL BASE p.Q:pl NOTE: EXCAVATE TO ELEV. 8y:7- OR :o..•o. :{ . .,• ., b:.. n•• LOWER TO REMOVE ALL IMPERVIOUS ' o'•_• -: a_ _�• o•� 88.7-5 : . :. CO./di // o �+ MA TERIAL BENEA TH THE LEACHING AREA 2 0_0 ►, „ REPLACE EXCA VA TED MA TERIAL WI TH 6 —0 2 —0 n. _ ... CL EAN, CLA Y FREE SAND ?0^-O " _ EFFECTI VE DIAMETER wl I 19.9. 00 GENERAL NOTES L EA CHING PIT 1. ALL EL EVA TIONS, SHOWN ARE BASED ON ASSUMED INSTALL ON LEVEL BASE v 2. ALL PIPES IN :THESYSTEM MUST BE CAST IRON ge OR SCHEDULE 40 PVC. OBSER VA ,TI0N P I T 3. THE BOARD OF HEALTH MUST BE NOTIFIED , - tr- �'_c a e-•-r L if*^.;w 'A r .'.r .aar+ '.; 23 L, .E¢//a /-'• a„ "S-cc� ' h'F ri. GO ,.� ,;'? > !� •1 S .OP ETE PRIOR �- r - 9� v PERCOLA TION A T -. —_ �._.. ___-._- __ ____.._...�--_._•- --._ TO BA I R E. i 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED 2 •MIN./IN. 4 9G BY THE BOARD O HEALTH AND CAPE 6 ISLANDS WITNESSED BY' SURVEYING CO.. INC. R GIFFORD 5. MA TERIALS AND INS TALLA TION SHALL BE IN L o—r Q - COMPLIANCE WITH Tip/ THE STATE TE SANITARY TARY BARNS. BRD. OF HEAL TH DESIGN DA TA p ° - DA TE.' SEP T 18, 1 C�84 � CODE TITLE V AND LOCAL APPLICABLE 9 0 - 1000 GALLON \ � �/ � 2 taw PRECAST CONCRETE �• ra v RULES AND REG[/_ATIDNS v� 6. NORTH ARROW•IS FROM RECORD• PLANS AND �.8 4F' NUMBER OF BEDROOMS 3 w..14,r. SEPTIC TANK �61 wood 1- ,, rvor,1 '/_vA"I a ""~-. • 0 IS NO T TO BE USED FOR SOL AR PURPOSES GA RBA GE DI SPOSA L NO 1 7. FLOOD HAZARD ZONE C s�bso, i s�bao,E DAIL Y FLOW - 330 GAL . 8. WA TER SUPPL Y_ TOWN WATER �6., _ ----{ ° a _ 3�° -•-• SEPTIC TANK REO 'D. 1000 GAL . SEPTIC TANK PROVIDED 1000 GAL . L EA.CHING REQUIRED 330 GPD. �� _3.. �1r„ �i,.l. 1�. 4 w��r.•ue/ •v��/-.•„i,a O (Q y- SIDEWALL AREA 188 S. F. e z co., , • c �,�t 188S. F.X 2. 50 S.F. = 471 / GPD PREcasr CONCRETE' s,. , .-/ s„ �� BOTTOM AREA = 79 S. F. LEACHING PIT V x4• LEGEND 79 S. F.X 1 0 G/S. F. _ 79 GPD A ---.....� L EA CHING PRO VIDED = 550 GPD j PR7POSED EL EVA TION N a w-.4- _ / /S6'.' •c.r 1 •' N v W n�-e r ePSL —— EX.TSTING CONTOUR OB,SERVA TION PIT SINGLE FAMILY RESIDENCE 6 ❑ DI,S TRIBUTION BOX o s a PROPOSED SEWAGE DISPOSAL S YS TEM LEACHING PIT PREPARED FOR o o -SEPTIC TANK s,�,�,a SPEC BUILDERS L O T 6 REGENC Y DPI VE _ y IRPt RE.�ERVE , at 1- 1 Q;, 1, , MAPS TON MILLS BARNS. MASS. -•- - 9..5�o PIKE- INVERT ELEVA TION - c �• 1 �&sly, DA TE.' 9 CAPE 6 ISLANDS SURVEYING, INC. L„ a3 r fC! n f PLOT PLAN F, SCALE AS NOTED �s P. O BOX 334 SCALE.' 1 "� .- •.30' ✓� �..N.� 3z � MAID' SEC PCL LOT HSE r��.,� ,, w., ,� PLAN NO. s' ��.h'8<9 TEA TICKET, MASS. 3 ' R P.VENT WITH CHARCOAL FILTER TO ABOVEGRADE P O E T T.O.F. EL._ 109.0'+_ INISH GRADE OVER D-BOX= 107.2'± FINISH GRADE OVER CHAMBERS= 106.8' - 107.8' GENERAL NOTES° 3/4„TO 1-1/2 DOUBLE WASHED SLOPE 2/o MIN. OVER SYSTEM PROVIDE EXTENSION RISER °� STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER ,ALL SYSTEM COMPONENTS AND CONSTRUCTION „ „ 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6 OF F.G. RISER TO WITHIN 6 OF FINISHED GRADE o 2"OF 1/8"TO 1/2"DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL MIN LOPE 1 S /o „ BOX TO F.G. SEE NOTE#21 FND. EL.= 108.3 ± F.G. OVER TANK EL.= 107.6 + 5 DIA. OUTLET(S) ( ) N ►R GEOTEXTILE FILTER FA RI CODE AND ANY APPLICABLE LOCAL RULES. STO E O B C 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE i PLACE RISERS ON ALL DESIGN ENGINEER. i TOP OF SAS=1031�0' 80 CHAMBERS WITH „ PROPOSED 4" 9„MIN. 4.00'MAX. 3.-EXISTING 4 � " 36 MAX. � „ 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE 4 PVC TEE 102.80 SEE NOTE#22 INLET PIPES TO 6 OF SEWER PIPESYSTEM UNLESS OTHERWISE NOTED. �-- -- BREAKOUT EL= FINISHED GRADE - -- - - --- ��" 3"DROP MAX 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 „ ^ - '+ __.. 3 9 L - 9_ , -- P MIN_ 2 DRO ---�=--' _ ----� MIN.SLOPE��% ]"'-�JOINTS PROVIDE WATERTIGHT ELEVATION - 103.30 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 10^ 1 ". 4" PVC IN FROM TYP. � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF i „ I A ^ o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. SEPTIC TANK 4 PVC OUT TO DOD O O-F A14 � 1QJ.Q _ o000NTRACTOR TO PROVIDE LEACHING FACILITY o0 00 � 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 0SPECIFIED DROP BETWEEN 0 0 0 0 12" 6" o0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR „ CONTRACTOR SHALL OUTLET TEE 103.27. MIN. 103.1Q' 2' 00 SHALL VERIFY SIZE 48 VERIFY CONDITION OF oo LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE - o 0 000 0 7 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS REPLACE AS 6"CRUSHED STONE o0 0 C 0 o EXISTING SEPTIC AND OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY - COMPACTED BASE ' 4.0' 8•5-(Np) _ ( 4.0' AND DESIGN ENGINEER. I 4.0' 4.0' 5 4.83 - OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 25.0 (TYP.) TO BE INSTALLED ON A LEVEL STABLE 109.48 ESTABLISHED ON SQUARE ON DOOR SILL AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= < 95.80' 9. CONTRACTOR HALL V VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 100.80 12.83 S E U T S THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON H-20 CHAMBERS 5 MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE H- 20 CHAMBER DETAIL- S CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR H 20 DISTRIBUTION BOX DETAIL 10. WATERTIGHT. TO ANY WORD& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE ALL JOINTS WHERE PIPE ENTERS AND EXITS,CONC.STRUCTURES SHALL BE MADE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SWING-TIES 9 TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM HC-1 #395 „ APPROPRIATE AUTHORITY. HC-1 HC-2 EXISTING � � �: .� , '� PERC NO. 14272 DESCRIPTION 3- BEDROOM BEDROOM Donna'Z. Miorandi RS 12. INSPECTOR. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS 4 PV DWELLING ,� LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE SEPTIC COVER IN(1) 28.0 46.0 EXIST. C - ,+ ;/ EVALUATOR: Michael Pimentel, EIT,CSE DRAIN PIPE TOF- 109.0_ THEY SHALL WITHSTAND H-20 LOADING. SEPTIC COVER OUT 2 34.9' S0.4' = ri; C.S.E.APPROVAL DATE: Oct. 1999 O -. " ��:. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. '•"� q DATE: 7,2013 �' � , ' January 2 CORNER OF STONE(3) 36.1' 39.8' OFC� F TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ZONE 2 ,. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE 4 46.0 30.9 � ,; , O (1 n v='' ELEV TOP= 107.00�.: �J�•6: ar _� _.: _ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, CORNER OF STONE(5) 63.5 53.2 2 �, / HC-2 .. ELEV WATER= :' <96.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). CORNER OF STONE(6) 56.T 58.8' `� kL t _. o, PERC RATE_ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 4) SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC= 48"-66" O 16. PROPOSED PROJECT IS LOCATED WITHIN: - _ •r TEXTURAL CLASS: 1 ASSESSOR'S MAP 64 PARCEL 32 _ _ MAP 64 OWNER OF RECORD: NOEL E.WEBER&ANNE B.WEBER to LOCUS ADDRESS: 395 REGENCY DRIVE z Q PARCEL 33 ��'8� '«' ������ 0" 107.00' ESS' MARSTONS MILLS, MA 02648 J OQ• 5) '. ;. Fill 12" 106.00' tU OJ �1. r Loam Sand w _ A 10Yr 3/1 FEMA FLOOD ZONE C �� .. 14" y 105.83' Q �0 r COMMUNITY PANEL# 250001 0015 C � ., ' C• / ��90 # it =� B Loamy Sand 17. DEED REFERENCE: L.C.C. 108048 �t dz 10Yr 5/6 48 103.00 18. PLAN REFERENCE: L.C. PLAN 16427-D(SHEET 2) f s Pere„ 19. ALL DISTURBED AREAS SMALL BE RESTORED TO ORIGINAL CONDITION. SWING-TIES PLAN }, T. 66" " 101.50' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY r .,„_ ' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY _ SCALE.t�'I --20 riM_t x � �- MAP 64 :� `'� � f �� '" FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PARCEL 32 � " may s `. C Med.to Coarse Sand 21 A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO AI 2.5Y 6/6 43,710±S.F. (loose) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A" REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE /"11 tl APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): (1.) A 1.0'WAIVER(3.00'-4.00')FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. SCALE: 1"= 1000' 132" 96.00' No Mottling,Weeping or Standing Observed \� TEST PIT DATA � �o DESIGN DATA LEGEND PERC NO. 14272 INSPECTOR: Donna Z;Atiorandi, RS Qco NUMBER OF BEDROOMS(DESIGN) 3 50xO EXISTING SPOT GRADE / �. 110 EVALUATOR: Michael Pimentel, EIT,CSE DESIGN FLOW GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 1999 50 EXISTING CONTOUR TOTAL DESIGN FLOW 330 GAUDAY DATE: January 27,2013 50 PROPOSED CONTOUR DESIGN FLOW x 200 % = 660 GAUDAY, TEST PIT#: 2 oN E/T/C EXISTING UNDERGROUND UTILITIES Benchmark ( #395 q, M USE EXISTING 1,500 GALLON SEPTIC TANK ELEV TOP= 106.80' EXISTING Square on Sill G �F< ELEV WATER= <95.80' W W EXISTING WATER LINE Elev. = 109.48' 3-BEDROOM p Approx. M.S.L. DWELLING Ri�� t TOF 109.0'± / PERC RATE_ GAS EXISTING GAS LINE 108x3' o ' INSTALL 2 - 500 GALLON H-20 CHAMBERS DEPTH OFPERC= TEST PIT LOCATION Fc� TEXTURAL CLASS: 1 EXISTING 4"PVC DRAIN PIPE 108x3' _� SIDEWALL CAPACITY - ,� EXISTING 1,500 GALLON SEPTIC TANK 70 �„ (LENGTH WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) GAUDAY �� �o 0 C --__ to / (25.0 + 12.83)(2) (2 ) (0.74 GPD/S.F.) - 112.0 GAUDAY 0" 106.80' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE MAP 64 PR. H-20 D-BOX Fill PARCEL 31 S�, �� 108x5' BOTTOM CAPACITY 12" 105.80' ❑ PROPOSED H-20 DISTRIBUTION BOX 9p x / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A Loamy Sand TP 1 O �`- 10 (25.0'x 12.83' 0.74 GPD/S.F. = 237.4 GAL/DAY 10Yr 3/1 , F 107.0 ) ( ) 14" 105.63 PROPOSED 500 GALLON H-20 LEACHING CHAMBER J TP 2 �J B Loamy Sand EXISTING 1,5C19 GALLON SEPTIC / LP TANK TO BE UTILIZED IN THIS DESIGN ��� 1 os.s A0 TOTALS: „ 10Yr5/s , 1 EE ��� / l.�G TOTAL NUMBER OF CHAMBERS 2 48 102.80 REV. DATE BY APP D DESCRIPTION EXISTING LEACHING PIT TO BE PUMPED, FILLED `,,.s - �OV � �'�/ TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE WITH CLEAN COARSE SAND &ABANDONED /f-� _ J� � QTOTAL LEACHING CAPACITY 349.4 GAL./DAYPREPARED FOR: PROPOSED 2-500 GALLON H-20 v �OFQP LEACHING CHAMBERS WITH AGGREGATE �� Q �G� CAPEWIDE ENTERPRISES � Med.to Coarse Sand PROPOSED 4" PVC VENT PIPE; 2.5Y 6/6 ¢ �� C EXACT LOCATION PER OWNER / �:'$91 85 (loose) LOCATED AT PROPOSED INSPECTION PORT 395 REGENCY DRIVE r MARSTONS MILLS, MA 02648 ELECTRIC METER / NOTES: SCALE: 1 INCH = 20 FT. DATE: JANUARY 27,2014 TRANSFORMER i 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE ��7 of MASS9� 0 is 20 40 80 FEET OF EACH SEPTIC SYSTEM COMPONENT. No Mottling,Weeping or Standing Observed ` ��� �yG mommommoommommomd JOHN L. �� 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF CHURCHILL JR. v- PREPARED N RESERVED FOR BOARD OF HEALTH USE IVIL .IC ENGINEERING INC. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH 41807 ' TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL A 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ��� GIST EAST WAREHAM, MA 02538 s SITE PLAN- 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE BARNSTABLE WELLHEAD 508.273.0377 SCALE: 1"=20' PROTECTION OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2652