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HomeMy WebLinkAbout0257 WEST WIND CIRCLE - Health 257 WEST WIND CIRCLE Osterville A = 121 011- 044`: TOWN OF BARNSTABLE LOCATION �5 WGS L l SEWAGE# 0. VILLAGE 05TEAVI1,,LC. ASSESSOR'S MAP&PARCEL vZ IQll s INSTALLER'S NAME&PHONE NO.e—APEkJ' I"�E G RK(5C-S SEPTIC TANK CAPACITY ( 1000 Ct4C.Lot"9 LEACHING FACILITY:(type)(A Saes ryAi cc-L4k(g36XS (size) I�o� t X 2.5 f NO.OF BEDROOMS 3 OWNER LL®"Aab :7uk0YKA PERMIT DATE: 4 —t q— ACC Q COMPLIANCE DATE: a D�C —PZ,C Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility q- #4 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 'A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within dd 300 feet of leaching facility) / Feet FURNISHEDBY CAVgwtpz� 4G'wTeA1PRl5Q h P 8 ® 5 3 ® � 9 i a C . 3 - A o z � Iq�•`� �—i— t9 a fl 6_� = Z3 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M -A= C&'L DATA .l No. 6 ) Fee THE COMMONWEAL 'MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN, RNSTABLE, MASSACHUSETTS Yes application for Misposai , m Construction permit Application for a Permit to Construct( ) Repair(x) Upgrade( A andon( ) ❑Complete System ❑Individual Components Location Address or Lot No.a57 WC-SC W1 ab G2 1AC Owner's Name,Address,and Tel.No. 657sevrc-LS -Ljec, er40 5-appykA Assessor's Map/Parcel t of( 6gg o)) 044 &55 CV_&W0 P-D 1-1L3 Installer's Name,Address,and Tel.No.SOB -477-9.8 Z 7 Designer's Name,Address,and Tel.No. S68-d-73-0 377 CAPFw1t1>6 9 a,J Teo-F41S E:& J G =r-&e— 1 6T- �;Z-95q C A&1 6KA 15-- 4-4 OAAA Type of Building: Dwelling No.of Bedrooms 3 Lot Size 15! (0�X5 rt sq.ft. Garbage Grinder( ) Other Type of Building 116:5 jb5�JT14-L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date -17 -d-®1 I Number of sheets Revision Date Title P S 7i W E.5 r k i m)b C.i kG°cj57 yJ 1&_7ZV/6 ' Size of Septic Tank I UC,IC7 (CFI Type of S.A.S.<4 Sba C Description of Soil mc-:D SA-A_)4> Sc_c PeAA/ !� Nature of Repairs or Alterations(Answer when applicable) L,15is eWST I 6 _M �J61e.2 U-you TD ;Q Pic CA4_1 o6) L A<.tj ik)c <4b4 L-v 17-14 -Fwr Op 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 Boar of He Sig Date Application Approved by Date 7 Application Disapproved by Date for the following reasons Permit No. ��� / Date Issued No. - / _ ; Fee lee THE COMMONWEA ' ASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOW RNSTABLE, MASSACHUSETTS 0(ppl cation for Disposal Construction 3permit Application for a Permit to Construct(�) Repair(X Upgrade l on( ) [:]Complete System ❑Individual Components Location Address or Lot No. 157 WC—SC C L" Owner's Name,Address,and Tel.No. � Assessor'sMap/Parcel ( ot I )r fC1 y� 655 GcC�cN�i4i R1� ���a r Installer's CName,Address,and Tel.No. 502—�77—8 617 Designer's Name,Address,and Tel.No. SOS- 73—0 377 i CA'E&c r *X JTe0.P41S ES -7 L 153 Gv� SST' /�l,�S,FlAi� S CAW 9t 14 E� It-4RE.444A Type of Building: 2 Dwelling No.of Bedrooms Lot Size 151 4o>5 sq.ft. Garbage Grinder( ) Other Type of Building RES 1D6�JTI4L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided ��9� � gpd Plan Date 44 "17 —A O F l Number of sheets Revision Date Title a 5 3 VJ ES—r W wb- C17 cb5 <05(6�ZJV/4L� Size of Septic Tank I+000 GdLLQFJ Type of S.A.S.(a1 56o C— J e--AAgC,962C Description of Soil 0145b[ejA� — f-(W E- SXAUOCQ 3,,- " Nature of Repairs or Alterations(Answer when applicable) —M 1J6&2 D-�OlC ID Ca) c> C-A-c_c_or,) t- k.7'r 4444A�.615?gS w t rk OF A ESA —,476 Sc��t�c lcya/IU�-- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in s.,. 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 Health. Sigh a-— .�.� Date q' —e 01`� Application Approved by Date Application Disapproved by Date m ` for the following reasons . Permit No. l �/ Date Issued ----------------------------- -------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ` r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( ;)by Npeco rD r- 5y- m AeIS5f at ;(5-7 WEST- Ct)(Vb 6M , 05T, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No —11 dated C/ h"T )/ Installer CAI EwI n "1cJ77� ( Designer #bedrooms .3 Approved design flow .33o gpd The issuance of this permit shall of bZc�ostrued as a guarantee that the system ill func"£t a si ed. Date / Inspector -------------------- ------------------------------------------------------------------------ ----------=------------------------------- No. 0-- 0 // � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(N Upgrade( ) Abandon( ) System located at g 5-7 w672;T k)/tVZ) a jQ — �,l <pSJt"_C— 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 b coommplet d w three years of the date of this permi. 1Lr::= Date `� �/ ( / Approved b PP Y -- --- - #5442 P. 001/001 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director II s�ataer�ti[.r;. >t . MAW' Public Health Division ti6gq. � a Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-86Z-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: '2 r"'1 Sewage Permit# !Oi I — I t( Assessor's MVIap\Parcel Designer: "G o t%ncurn ' G. Installer; CaeO-WiJe- �nEececis Address: ZS5`t Gcart\,4rc Ri 41wA Address: 15 3 Cdvrtim 4r-(,a1 .54(e. - Cask orelnam MR d253� Mask(J�e, Nei p 2 to Y 9 On q 'f4—,34 17 Gaeewi'cle. L=Mt4e(iw.5 was issued a permit to install a (date) (installer) septic system at 2.51 UU(AA CtrC� a based on a design drawn by (address) G E�►qln ae c i ,r1 G, dated y" "/ 7 (desi er --V—/l 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 of and/or septic tank. Strip out (if required) was inspected and the soils were found s tisfactory. 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 ystem) but in accordance with State & 1,ocal Regulations. Plan revision or certified as-b ilt by designer to follow. Strip out(if required) was inspected and the soils were found s tisfactory. I certify thati he system referenced above was construe Tice with the terms oEthe.l_ ova'letters if a licable) - _. o�y� ssgc JOHN L a� CHUR ILLJp. (I stalIC919 SiE nat e) L a at r PQ �0 , �S signer's Si 7n, afft (Affix igne s St mp Here) t'L ASE RETU O 111Ai2N.Q ABLE PUBLIC I~YEAY II ri S N. CERTIFTCATE 91-F—COMPLIANCE MLL NOT BE ISSUED UNTIL BOTEIIS,FOW A I) AS- ` BUILT CA ARE 'I'ARLE RECEIVED BY THE BARNS PT7 C IIEALTH,DIVISION. THANK YOU. QasepticQesigner Certiricd ifion Form Pcv 8.14-13.doe Town of&'unstable P', Departinent of Regulatory Services J Public Health Division Date 3/�/�� rFn M1Kh,�. 200 Main Street,Hyannis MA 02601 Date Scheduled ! `1 L �'� Time . —,�— Fee Pd. Foil Suitability Assessirtent for Sew e Disposal Performed By: MIL1 Yler►�e �' �,' Witnessed By: LOCATION& GENERAL INFORMATION Location Address d15� WCS.` (.2���� ���� Owner's Name I.CC3M40-0 .5✓jkD21K4 Address b5 j QZct A-)iXjLC- Q.0 Wll-0, AMl eKAk Assessor's Map/Parcel: C l®`l C� ��&fit-06 aj � Engineer's Name Je E?Va11�F2�C z Jf -U S7 7 NEW CONSTRUC ION REPAIR �_ Telephone# ,gyp q'i-2 —r; Z 7 Land Use:SIv1�,le 4Vh �� �IIvlCr Slopes Surface Stones Distances from: Open Water Body " ft Possible Wet Area ft Drinking Water Well Drainage Way R f ft Property Line - IR f ft Other ft SIM'TCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 1n proximity to holes) a jr , Parent material(geologic) 0L:'4We S-k Depth to Bedrock I, u Depth to Groundwater. Standing Water.in Hole: � -:0 H a dq S Weeping from Pit Pgee. � ).3� Estimated Seasonal High Groundwater 7 3 a�� FiofS DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: >J� •ObSe+V�.1'l0✓1 Depth Observed standing in obs.hole: 7 13 In, Depth to sell mottles: 7 Depth to weeping from side of obs,hole: t 3 [n, Groundwater Ad,Juatment " f. Index Well# Reading Datci — Index Well level Adj.factor„ _ Adj.Groundwater level, PERCOLATION TEST Date, Ttma /o,,f�Ant Observation Hole# Timo at q" � '1 Depth of Pere�Y T Time at 6" Start Pre-soak Time @ 10 t s� M lime(9.'-6") _,�'�111►� End Pre-soak 11:10 AM Rate Min./Inch Site Suitability Assessment: Site Passed Sitc Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- -s ***I£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.\SEPTIC\PERCFORM.DOC �. � 44� C DEEP.OBSERVATION HOLE LOG Hole# I g Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. onsistency,%•Gravel) 0-I61' — h►'11 - I6-1$'' A Loa,*y 94vwl IOYr 311 1$-36 '' C3 r;our�ySa>7c1. 10KV�16 " l 36 .SY G/N a-13d. M-F,Na DEEP OBSERVATION HOLE LOG Hole# Depth from -Soil Horizon Soil Texture . Soil Color Soil Other Surface(in.) - ' '(USDA) (Munsell) Mottling (Structure,Stones,Boulders. (Ingistency.cla Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%O e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No Yes-Z "Within 500 year boundary No Yes Within 100 year flood boundary Nal Yes . 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? 5 If not,what is the depth of naturally occurring pervious matorial'I Certification I certify that on a qq_(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 and exp ien2ce described in�10 CMR 15.017. Signature % - Date y-i -�7 Q:1S.EPT1MERCF0RM.D0C AsBuilt Page 1 of 2 LOG T.iQN ,Z� . S +:WACE PERKIT NO. t.o � r west u,,,d CiF� 8Y , '7 90 VILLAGE IWSTALLER'S1 1 A 8 A ADDRE,SS B l;iLDE R OR OWNER IrAeo C0R.5 DATE PERMIT ISSUED ¢. .DA-T. E' C0MPLIAN ;.E ISSJEIa gags - l 5 r yO � http:Hissg12/intranet/propdata/prebui It.aspx?mappar=121011044&seq=1 4/11/2017 . SEWAGE PERMIT Me. I AO Yi LACE INSTA LLER'S A Q A D 0 A E 5 S U L D E R 0. OWN E? eo Cavg _ 0 A T E C0MPLIAN , 5 ISSUisD �I Lof a• a fy Fizz_ o....................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OAF H SALT ��- Appliratinn for DiipnsFal Works Tonotrnrtuan ranfit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: ---•.-Lac ion-Ad re s o Lot N 1 , � _... _ ... L �r? ,�. .r'��rJ. . .................... Owner A ress '�f �.off.......-- �...__Y/ .r�. ', --------------- ,4 � Installer Address Type of Building Size Lot__� __O �,J_____Sq. feet U Dwelling—No. of Bedrooms__________.3________________ _____Expansion Attic ( ) Garbage Grinder ( )U �4 Other—T e of Building No. of persons......... Showers — Cafeteria Other fixtu es ---------- Design Flow........ ___ gallons per person p day. Total daily w_.___.__.__ ,�'� ons. ----------------- -- - - WSeptic Tank—Liqui capacity/®._gallons Length_/Q_y�i`____ 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 t,_Z_sq. ft. Z Other Distribution box ( Dosing tank ( )) " " �p/ '-' Percolation Test Results Performed by---- '�_}�1�1an�____ �n'c�11!G1 //(��ate_____ .__=_ ___'-Q____Y ,aa Test Pit No. I________________minutes per inch Depth of Test Pit" __`_.. 4_/[Depth to ground water___/�_/_ r�(Z4 Test Pit No. 2________________minutes per inch Depth of Test Pit__1. . __. Depth to ground waterl-?'V 16g a ..........•••------- --- :: ..... O Description of Soil---------------- � > Q.. Ls - _(.1.l�1 - -........................... U -----•---•••••--•-•••••••••-•---•-•••••••••••••--------••.................•------•-•-------...-----•----•-•-----•--••----------------•••....--------•••-••---••--••..._._•--••-•---•----••••-•----•----- � -•-••--•-•••-.._...-•----•---------•--•--••--•-•-••••--•••-•-••-••-•••••••••-••---•----•-••-----•------•-•-----•------.------•••-------•••-•--•••--------•---------•--•---•-•---••••••••--------------•- 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 TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ned... •• .. -- Date ;. Application Approved Y •---- ------------- ----- •--•----------------------------------- Date Application Disapproved or ollowing reasons: ------------------------------------------------•.•-•..------------------------------......................... ......•••-•-•••_--•_._...-••-•••---•--._...--•--•------••-•...----•---•--...---•---------------------•---•-•--•------•------------•-•-•••••••_._..--•-•-•••••••••--•-•--••---••---•••-----•••----------- Date PermitNo......................................................... Issued....................................................... Date No........:. ........a V Fss...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT ♦,,, ppliratinn for Diapati al Works Tnntrnriion rranit Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System at: 71 A o 1 j'v1.7.r V�..lr�_ 5,�'-'__t'_�fr�''4-'P"✓ _ �_�i"___'�*a.'-7 -^et./ S y.-���.,(,.:.i.�..�...4t••s"_•__-- Location Address ✓ or Lot No .............. r r_t: / ++..R:a .......•---.._..... ' 1�' ,I ...�.1 _..... Owner 40 ..... _...... . ___________________ .. Y• - y�rrt 1..._..srt.__....._........__. � Installer Ad�ess Type of Building Size Lot_f✓�(.'_� .Sq. feet Dwelling—No. of Bedrooms___.......__.............................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building 12 - =' No. of persons........_- ... Showers ( — Cafeteria ( ) Other fixtures •---•-..---______•••••••••__• d .� - F w Design Flow................d°'- _.__ gallons per person per day. Total daily ow............ gallons I / WSeptic Tank—I iqui?ca.pacityf -,.%C._gallons Length4_ :` rI Width_.. "" Diame __ __________ Depth__ ` __��_... x Disposal Trench—No_____________________ Width......_............. Total Length.............._......Total leaching area....................sq. ft. Seepage Pit No......../.......... Diameter......... .__._ Depth below inlet_____ __ ______ Total leaching area-_%�A• ..sq. ft. Z Other Distribution box O Dosing tank ( ) 1 '"' Percolation Test Results Performed by..../-�-__ ! ; A/ a Y P-/- _'i _�.....R^ t„ r-.•e., c. Test Pit No. 1................minutes per inch Depth of Test Pit.. _ cc Depth to ground water....................� 44 Test Pit No. 2................minutes per inch Depth of Test Pit__/__ ..... Depth to ground water ' ._ i ---••••----•-•--•-•• --• •_. ...._'--•-• •..................•----••-••••-•-•-'......_•••-- a i r ` O Description of Soil................ f _ " �{ - ...." 1 _ ` U .---------------------------------------------------------=---------------------------------•------------••----------------•----------------•------------....------------•-------------------•----...••-- 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 TITA IZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been`issued by the board of health Si'g`ned a°: > a? fr' A ♦ e -- E _ { /rr ✓c L -s. w-- .......................... Date ^ Application Approved B f ------------' ----------•-•-•----------------•------------ ------ "Date Application Disapproved or 'following reasons---------------•---------------------------------------...-- ................•------•-•---•--•----•--•---•-----•-•------•---•••--•••-•-•----••._......-•----•---•-•-....--•-•--•---•--•-•---•---•---•---._.---•--•••••••----•-••-•-••--•-----•••-••••••---•-•-••--•-•- Date PermitNo....................................................... Issued..................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH F { wrtifiratr jaf Toutpltanrr THIS IS TO CERTIFY, That the Individual Sewage Di gsal System constructed V) or Repaired ( ) by --• rC' -�" �. gar rt+ .c •---------•- El '� � Installer ° vt yi v at. /--•• "...._ n i n rrf♦ ,�r� t o i Is , has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Co e/as<-scribed in the application for Disposal Works Construction Permit No.�_�/_.__..=, �______________ date5j` r__1._. .._��__..__._..__.____________. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST UED AS A GUAItAP EE THAT THE SYSTEM WILL� T ON SATISFACTORY. DATE.........................a_:.�� ...................................... Inspector................ a THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH, f; r V No:......._ •••. FEE-L.::::............... Disposal Workii Tanotrudivit frrnfit Permission is hereby granted--•--- brfJ-----'` '� 1`°' =' ----- -----------------=-•-------__ ............ :_ , 7 orRepair ( ) an Individual Sewage Disposal System to Construct (4)' f; . '� d''f r Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ............................••-----------....--------------------._...-----...---••-••_.____.....__....._ _ Board of Health DATE = -----------•......................... FORM 1255 A. SULKIN, INC., BOSTON T.O.F. EL.= 29.0'f FINISH GRADE OVER D-BOX= 26.5'f FINISH GRADE OVER CHAMBERS = 26.2' - 26.5' GENERAL NOTES fPROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITIH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE OUTLET TO WITHIN 6 STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OF F.G." FINISH GRADE MIN SLOPE 1% (SEE NOTE#21) 2" OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 27.8 f , F.G. OVER TANK EL. = 27.0 t 5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC -1 CODE AND ANY APPLICABLE LOCAL RULES. f } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I TOP OF SAS = 23.83' PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9„MIN. 9'MIN EXISTING 4" CHAMBERS WITH SCH. 40 PVC 36 MAX. 23.00' 36"MAX , INLET PIPES TO 6" OF 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE BREAKOUT EL = 23.50 1 SYSTEM UNLESS OTHERWISE NOTED. / SEWER PIPE � FINISHED GRADE 6�3„ 3" DROP MAX _ L=40 t 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ 2" DROP MIN 3„ 9' MIN S- LOPE@1% PROVIDE WATERTIGHT p ELEVATION = 23.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS A ! 10" 4" PVC IN FROM JOINTS (TYP.) �P 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" SEPTIC TANK 4" PVC OUT TO C� L� O C� C� 0 °° 0 0 O C� C� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE LEACHING FACILITY oco 0 0 5. SLOPE ALL SOLID PIPE AT 1.0°/ MINIMUM. SPECIFIED DROP BETWEEN pro O o M NIMI M. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 23.50' M N. 23,33' G ° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF 2 ao 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE °° o o r-� oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oa 00 L_J NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE - j 5 4 0' 8 5 tYP 4.0' 4.01 AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX ( ) 4.83' 4 0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 27.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON A NAIL SET IN FENCE POST AS SHOWN ON THIS PLAN. BASE. FIRST TWO FEET OF OUTLET 21 .00, GROUND WATER ELEV.= < 15.20' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON H-10 CHAMBERS 4 �A1N CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT _ CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES "CONTRACTOR TO VERIFY EXISTING i I�,,, TAN K I "f - L TYPICAL CHAMBER PROFILE I TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & D15 i IBU w 10 (,."X L)E I-AIL H-10 C HOAHI-=? nETAILS NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. �� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �*•, r, ` . .. �3 PERC NO. 15323 #257 -... ;I INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR HC- EXISTING � �-_ `' 4 EVALUATOR: Michael Pimentel, C.S.E TRAVELED GL 2-BEDROOM '° WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. SWING-TIES ,� DWELLING • , y- C.S.E. APPROVAL DATE: Oct. 1999 O f E O _ _L_ '� DATE: April 11, 2017 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ��r ,� a r br)C� �, 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE DESCRIPTION HC-1 HC-2 ,� _ TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE (1) 15.0' 30.2' \ II - ELEV TOP = 26.20' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY * :„ � ''�•`` '3 ` + z. I $' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255 3 38.3' is l r^. �� ! I !j ELEV WATER= < 15.20' O. , �. CORNER OF STONE 2 27.8 ,� . • ,. __ - -t.01 . CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN CORNER OF STONE (3) 37.4' 27.9' (2 • 56 " ' PERC RATE = 4 mpi SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. `` \\-HC-2I' ' `'' DEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: CORNER OF STONE (4) 29.2' 15.0' '�,, >, ;_� ��, � tJ}`i ,�, - \ ASSESSOR'S MAP 121 LOT 44 4) r TEXTURAL CLASS:_ 1 -- \��,,, � NO?'t�t � OWNER OF RECORD: ESTATE: OF FREDERICK A. SURDYKA � Fb a C r P M Prmr C/O LEONARD SURDYKA LOCUS 0" 26.20' ADDRESS: 655 GLENDALE ROAD `v WILBRA,HAM, MA 01095 . ` m , 'I Fill 3 •�f• * ` l 4 J,• ,j `� 16" Loamy Sand 24.87' I FEMA FLOOD ZONE X ' ,� N. \ �'• = � - 18 3/1 24.70' COMMUNITY PANEL# 25001C0544J '� ;� •, i ,. 17. DEED REFERENCE: DEED BOOK 4691, PAGE 153 ranberr B Loamy Sand 18. PLAN REFERENCE: PLAN BOOK 290), PAGE 55 Bogs 10Yr 5/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. \ S I ih. ::.� �•` ;` 36" 23,20' ' • : �y' •_ r• 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY \ ". r•:- �f' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. MAP 121 LOT 47 } _ ; - l r_ 21. A 4" PERFORATED SCH, 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A r - f Med-Fine Sand MAP 121 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE, A 2.5Y 6/4 LOT 44 C (5-10% Gravel) REMOVABLE THREADED CAP SHALL IBE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 15,625±S.F. 22. OWNER/APPLICANT/ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL i CATCH BASIN LOCUS PLAN ( REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 00 MAP (n ) EXISTING 1,000 GALLON SEP ��h ��� �.� �� LOT45 P TO BE UTILIZE© IN THIS DESI� oti f �'� S SCALE: 1" = 1000' 5 BUSH TYP No Mottling, Standing or Weeping Observed EXISTING LEACHING PIT TO BE \ j SAS DIMENSIONS & SETBACKS _..___.____. _._-__ _ __..._ . PUMPED, FILLED WITH CLEAT, �� � DESIGN DATA TEST PIT DATA � LEGENf COARSE SAND .AND ABANDONED ` APPROX. LOCATION SCALE: 1 - 10 rr "VATERLINE PERC NO. EXISTING SPOT GRADE EXISTING DISTRIBUTION �fi � I NUMBER OF BEDROOMS (EXISTING) 2 INSPECTOR: Donald Desmarais, R.S. EXISTING CONTOUR RC)X TO BE ABANDONFI �, AOO�O \ I I I I NUMBER OF BEDROOMS (DESIGN) 3- EVALUATOR: Michael Pimentel, C.S.E r0� PROPOSED CONTOUR 2�� O�F� I "PER ORIGINAL SEPTIC PERMIT#B4-790 j C.S.E. APPROVAL DATE: Oct. 1999 4 50 PROPOSED SPOT GRADE MAP 121 \,.`� EX INV= 4.2' -i DESIGN FLOW 110 GAUDAY/BEDROOM DATE: April 11, 2017 LOT 57 ��'� � �`� ��, 27 � i ! I I I �% - - � � TEST PIT#: 2 ( ljAS EXISTING GAS LINE 0„` �" ( i ( , �o�Q I ��, g �• P TOTAL DESIGN FLOW 330 GAUDAY -- D/H/W EXISTING OVERHEAD WIRE (2)2" `1h �r�0 I 5 / / DESIGN FLOW x 200 % = 660 GAL/DAY ELEV TOP= 26.40' -}-C. ELEV WATER < 15.40' ( -W °' EXISTING WATERLINE USE EXISTING 1,000 GALLON SEPTIC TANK I ■ PERC RATE __ ! ■ TEST PIT LOCATION 3" PROP. -10 �� �� INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE DEPTH OF PERC = D-BOX �' �Qy c9 G- P. EXISTING LEACHING PIT G SIDEWALL CAPACITY TEXTURAL CLASS: 1 i w \s TP 2 i I N n ©3P" ` G\�'1 O C EXISTING 1,000 GALLON SEPTIC TANK 10-FT WIDE DRAINAGE EASEMENT '"�0 26x RI=7 ALL X. (LENGTH + WIDTH 2 SIDES) (2' HIIGH (0.74 GPD/S.F. �.� � � / / Q 0`� ) ( ) ( � ) = GAL/DAY (PER DEED BOOK 4691, PG. 153) ���, P6 O .31' ,gyp ,� �� �Q-1 (25.0' + 12.83') (2 ) (2' ) ( 0.74 GPD/S.F.) = 112.0 GAUDAY ! PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE MAP 121 �� � '! � p � � � 'wy1 0 26.40 � PROPOSED DISTRIBUTION BOX \ 28 _ _Ao ti�p6 r� �C) �o BOTTOM CAPACITY Fill LOT 43 T 13'" �� �`L ��� \ (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Q PROPOSED 500 GALLON H-10 LEACHING CHAMBER 6x2' \` / 0 j (25.0'x 12.83') (0.74 GPD/S.F.) = 2,37.4 GAUDAY 16 Loamy Sand 25.07 PROPOSED INSPECTION PORT - /0� A 18" 10Yr 3/1 24,90' PROPOSED TWO (2) 500 GALLON sy \ /; TOTALS: B Loamy Sand H 10 LEACHING CHAMBERS W/ D6 / N ` 2 REV. DATE BY APP'D. DESCRIPTION SURROUNDING AGGREGATE TOTAL NUMBER OF CHAMBERS 10Yr 5/6 TOTAL LEACHING AREA �472.2 SQ.FT. 36" 23.40' PROPOSED SEPTIC SYSTEM UPGRADE Benchmark TOTAL LEACHING CAPACITY .349.4 GAL./DAY Nail in Fences Post CATCH ' PREPARED FOR: Elevation =27.00' ®BASIN Approx. M.S.L. �. cNP> CAPEWIDE ENTERPRISES i Med-Fine Sand RHODODENDRON C 2.5Y 6/4 LOCATED AT V ® (5-10% Gravel) i 257 WEST WIND CIRCLE a OSTERVILLE, MA 02655 SCALE: 1 INCH = 20 FT. DATE: APRIL 17, 2017 15.40' N NOTES: 132 0 10 20 40 80 FEET CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF H�"��l� a THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST No Mottling, Standing or Weeping Observed PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL ��' PREPARED BY- PIT �` JO""� ` _ JC ENGINEERING INC. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. CHU CHILL At : RESERVED FOR BOARD OF HEALTH USE L '' 2$54 CRANBERRY HIGHWAY SITE PLAN 2.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2, THE 4 EAST WAREHAM, MA 02538 WELLHEAD PROTECTION OVERLAY DISTRICT, AND THE ESTUARINE o SCALE: 1" = 20' WATERSHED AREA. 508.273.0377 Drawn By: JW 9ned B - Desi 8 BJW Checked B MCP JOB No-3779 L - - -- -- - l Y' Y� GFJ.1E2 AL NOTE_5 p I -ALL E.L , MEst.&j SIEt,. L.E�LTOP � �' F:V, �Nc,KJ�J AF...E3O J�5r �LTs 0A.Tki" PL.."C-_,� Z�— P111CIA a.LL of 1 Ft4 !d/ �r U#4LIESS ALA- �PE.5 TO AIuo lhetL 2d' i Me CAST 1a I" Ce 15 . 1 0UL..Eii a \�_/ i .' 0 0 . ® D-- ALL. 5E9TAC TAIJKS, Vi5T2 JTl►gto lX ec , AND t �J l EAIC. "J6a PrT- SHALL 8E DESV&l CEO FAQ. F'lAl-C TD - } ® N- 2.� �.n}EEt- wr.fl��1C�S WHEN INSTALLEPUNDER PAVING MEDrt�/�} .,• ', --- - ---- }} ® � �-- eErlo✓E Au_ t�s.��rA'at..E "4 1 Ma.TEiZ1AL 8E+.}Ea.TLI SAND -\ ::A�l O O O a rt�E I►�vEer E�.EvArloaS of L.EncF+t. 61 PrrS Foe _ l . . , ! _ `I O lJ V `Q A eAc:",t1S OF 1 0' AiJo BA4.K�t LL w lT 4 ClAy-F7�V O0 0 O �` �' LE, �r o Ir ,��L.� r�u5T 5,1 f i ! 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