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HomeMy WebLinkAbout0282 BAY LANE - Health 282 BAY LANE, CENTERVILLE A= t UPC l R ��►&s�NG8.1�n� TOWN OF BARNSTABLE LOCATION ZR2, 3Ac-1 Lti SEWAGE# Z.0Z1 ' 001 VILLAGE OE) ,7 V l L L t ASSESSOR'S MAP&PARCEL``I INSTALLER'S NAME&PHONE NO. *��T C�� (SO$)d4 11- 68- -7 SEPTIC TANK CAPACITY 1000 q�. LEACHING FACILITY. (type) SOP32�.G44A1 Se" (size) M.S rS NO.OF BEDROOMS 3 r OWNER 3o.J A-TH R,�_l Zc-ZGGCA 1►ut bod4Lb PERMIT DATE: 8�21 COMPLIANCE DATE: I 2 Separation Distance Between the: �''ll Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ao �ZV© �' Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /03 Feet FURNISHED BY c c�✓�At Z 3 • R 3 A 6 C- l( - 9 32. 34.S sl 40 y J 00 ( No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 t AV C 4^JC Owner's Name,Address,and Tel.No. / �.`vtcc c :"e.tv/i rA 4 N _RV_4— a •q &fA4C0�►A 4 P Assessor's Map/Parcel 1 8106 �l )LsX Y 4 QNWE Installer's Name,Address,and Tel.No. L(ZZ-g g-1'7 Designer's Name,Address,and Tel.No..56 t-,.7 3 ROOL� 0 00p_ CC) s, Yid tt U-C cam(&) -Wa/� =E.w Type of Building: Dwelling No.of Bedrooms 3 Lot Size per= sq.ft. Garbage Grinder( ) Other Type of Building P4-512XWt"(4L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3s3[� gpd Design flow provided gpd Plan Date L 2 -7,3- Ao-ACD Number of sheets t Revision Date Title _�Q 9, (3i$ 1-0my&r cesw Size of Septic Tank ��V�_�. �p� Type of S.A.S.��Z� 500 G�A.C_ CE�63b7C.� Description of Soil I/k� _ Chi y�A/7j �4,r�� -� 2CAW Nature of Repairs or Alterations(Answer when applicable) lJ 5(S- g�j,6 ST7 L 1 000 <%-�L2>&) 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 Board f Healt Sim Date 010 Application Approved by ' Date Application Disapproved by Date , for the following reasons Permit No. 2-0�! — Do Date Issued ���� � I - 00 ( too .. No. +, Fee r ( THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yew PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Mi8posal 6pstem Construction 3permit (` Upgrade Abandon Complete System Individual Components for a Permit to Construct Repair _ Location Address or Lot No. 0:f(Ve" Owner's Name,Address,and Tel.No. 1 '`4 tVA'Ck 4 tV Assessor's Map/Parcel AAY 4_�0 . GA—_-:�)m""Awt[.C.0 Installer's Name,Address,and Tel.No. '50$— t471—d 617 Designer's Name,Address,and Tel.No._509a-�A 7 3.C:a-1-7 ROQl -(404x' I�) 490k, C:to JC. a_t13tn) 'L?1jG�- =I . - Type of Building:1 Dwelling No.of Bedrooms Lot Size , sq.ft. Garbage Grinder Other Type of Building Rt_. ttat"ia4t� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ( gpd Design flow provided gpd Plan Date 12 AQ-AO Number of sheets Revision Date Title �'�* GA',j 4.44)& Size of Septic Tank ` ,V ya (=,4L(O A) Type of S.A.S. (;;L) HAQts:_ Description of Soil ixt� Ca '�.�.1��7] �a a f f �s�x Pej4A.,/ - f - Nature of Repairs or Alterations(Answer when applicable)w �) k r' '�'[A / a aL .? 64LLdC &) CV T-1 C, TX-Ayci T n tJ6;�v J tt- A v Q r1nX 7-0 (A 75,- C-�tA-06 l H --A 0 d4g A C., rd tTO- (4 n5rt- t C--��.la,, I r -<, Glc x 2 t y�... Date last inspecteZ/ 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 w Compliance has been issued by this Board of Health.,I�JGI� gned K �f /� %.1 - —C � Date Application Approved by t.w�.-[, ! �- Date Application Disapproved by Date for the following reasons Permit No. D O l Date Issued I" l t , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(. j Upgraded( ) Abandoned( )by RC) C�1T t�c ? �a at 1_„ 4101C c^ �V(t_L.f!': has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a « 001 dated Installer 12-0 tom"3,2-'(" G (kA_ Designer JC X7Ue #bedrooms 3 Approved design flow 35Q gpd The issuance of this per)miif shall .t be me construed as a guarantee that the syste wi l nction as designed. -� Date ! ) � Inspector", No. ;Z O ),I — 001 Fee (tl� THE COMMONWEALTH'OF MASSACHUSETTS f PUBLIC HEALTHDIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstrm Construction 3pffmit Permission is hereby granted to Construct( ) ,,' Repair( Upgrade( ) Abandon( ) System located at 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 be completed within three years of the date of this permit. --- Date Approved by �� Town of Barnstable Regulatory Services Richard V. Scali, Interim Director • RARtvsrrna� MAS& Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304.^Aq Installer & Designer Certification Form Date: 1-14-21 Sewage Permit# ZOV —00 ( Assessor's Map\Parcel 186/21 Designer: -�G Er,�ltaleerui , 'S ytc.._ Installer: Robert B. Our Co., Inc. (RBO) Address: ZBS l CfaAbe.rr Address: 363 Whites Path East 625�3$ South Yannouth, MA On ` S ZI RBO was issued a permit to install a (date) (insta lef) septic system at 282 Bay Lane based Qn--a_design-drawn by (address) dated 12-23-20 (designer) X 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. Strip out (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 10' 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. Strip out (if required) was inspected and the soils were found satisfactory. 1 certify that the system referenced above was constructed i iance with the terms of the I\A approval letters (if applicable) OF ��hlgss� cy �� JOHN L G , CHURCHILL At (Installer's ture.) CML .41 APO (D ner's Signature (Affix Deb t p Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALTH DIA SIGN. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. ` THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc -M TOWN OF BARNSTABLE SEWAGE # e VILLAGE C'c's�Ir�rv>�/f ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. �a Z",OC,01"h -- 5'0,07 Z,01 C,— SEPTIC TANK CAPACITY LEACHING FAClLrrY: (type) Ar-QQ (size) NO.OF BEDROOMS BbILBERr OR OWNER ~ Nlq<�Q-0 l/,'AV Z d9 PERMPTDATE: "-�t�OMPLIANCE DATE:,✓ -� Separation Distance Between the: i 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 by2.� � /� [. 1��� `Q ��1\ y_ w — `��J I �ta�QCi Cr l'. TOWN OF,BARNSTABLE LOCATION EWAGE #� VILLAGE C://lEn/TER✓; 1I� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: y 6 �g IL � 5 CLA Z I TOWN OF BARNSTABLI✓ 1-ri ATiON VILLAGE SEWAGE # ' INSTALLER'S N ' ASSESSOR'S MAP& NAME&PHONE NO. .J�/_ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /�� � (size) NO. OF BEDROOMS Bba4**OR OWNER PERMTTDATE: �<Z COMPLIANCE DATE: C 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) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by /�J. � , Feet e a J /2C;ke TOWN OF BARNSTABLE LOCATION VILLAGE LiEn 7-gkV llk ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY j LEACHING FACILITY:(type) � (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: .. 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OW _.„ ._. a of J+nie. a R4ERGY WNL E l�:Y a e46RGY wA1L e e e ucv�_Y We:� 1 � b c.ry A \ll�w cTr�n -•......_.. ^'.'._'.'. .« � ,,.�,R w.ra.r .... nwud s.raCrr...hrv) Fy OE1aS2Il I `r.�•••f•.' sI O �- O -',' ._.^._...].r rr•1 ..«a Z . ycir'•-!%•;�•"' F I CI< 9P6[£ 'M•,�m ( 1 •m••Yr`'R � �+ �:. 4 GNE.RGY WOJl 5 T+Fuu..'ilC4E •...__._._ ......»^I--III � _._.....,..�_ fi°.r.:r;:�r��;•;"';,W��` i �i'����"�':�.�«.., .....°.�. n �i.•�:�.. . ., ovL'v^:�'.� 1".".�.« .<<,. U 44 t1:•(• rr.._.o wr.a+ra rr..er.w - K ..ea.E.wiW..M.r r I Q Q Q 8N•.K .� TYPfc mLnf..f•4.RDR D6TN1n M TYPCAL`,.TRP PCbff.1G yf:ff.11 a rIRMPL-M • CNRJ.NRY STANO►QO pET►fLO A N ••aa...iW w - r PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE FINISH GRADE OVER D-BOX= 26.5 T.O.F. EL.= 26.9�± FINISH GRADE OVER CHAMBERS= 26.3 - 26.8 3/4"TO 1-1/2" DOUBLE WASHED ��I-I�E R A 1" I�OTE PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/o MIN. OVER SYSTEM STONE TO CROWN OF PIPE WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F-G. 4" SCHEDULE 40 PVC INSPECTION PORT WITH H-20 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , MIN SLOPE 1% ACCESS BOX TO F.G. (SEE NOTE 21) 2 OF 1/8 TO 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 26.6 t F.G. OVER TANK EL. = 26.$ ± (-5 DIA. OUTLET(S) _ STONE OR GEOTEXTILE FILTER FABRIC 1 ` 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE t DESIGN ENGINEER. TOP OF SAS- 24.QO� PLACE H-20 RISER ON G EXISTING 4" PROPOSED 4" 9" MIN. 9"MIN. ALL CHAMBERS WITH / ., r SCH. 40 PVC 36" MAX. 23*E__ 0Q� 36"MAX. PIPED INLETS TO f 3. 4" SCHEDULE 40 PVC PIPE WITH SYSTEM UNLESS OTHERWISE NOTED. TIGHT JOINTS SHALL BE USED IN DISPOSAL I SE'v1ia=R rirE BREAKOUT EL= 23.50 / SEWER PIPE WITHIN 6"OF F.G. -_ Is ' 6" 3° 3" DROP MAX �� MIN.SLOPE Q t% 1 0 i I . 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -- - 2" DROP MIN 3 9 L=44 t PROVIDE WATERTIGHT ELEVATION =23.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS (TYP.) �w� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14^ ,� *24 6'± SEPTIC TANK 4" PVC OUT TOO 0 0 0 0 0 00 � 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE --- LEACHING FACILITY 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12" " 0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 23.40 N. 23.23 2 0 o 0 0 o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EAND XISTING SEPTIC COF EXISTAND RING TEE AS GAS BAFFLE 6"CRUSHED STONE o 0 0 0 0 00 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o I _Lj_ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 4.0' -8.5' (TYP) --.I AND DESIGN ENGINEER. 4.0' 5 OUTLET DISTRIBUTION BOX 4.0 4.83' 4.0 8. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF 26.42, TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE CORNER OF A CONCRETE PAD AT GARAGE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 21 .00' GROUND WATER ELEV= < 16.00' 12.83 ` PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5' MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW 2 - 500 GALLON CHAMBEr�� L� + 1�� = � !`+ v +L-v� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES '`CONTRACTOR TO VERIFY EXISTING SEPT""' -r � �,�� ������� TYPICAL CHAMBER PROFILE ���� �. TO THE DESIGN ENGINEER. H-20 D � � r\11L4 i4 o�A DETAIL H-20 CHAR' DETAILS ELEVATION PRIOR TO ANY WORK�, 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE _---- _-�__-_____-____�_._ __ _____._� _ ___ -_-_ - _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING i '%s : . as• _�� TFST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ? • •` •• APPROPRIATE AUTHORITY. PERC NO. Perc-20-275 �`• ,s I" . '' . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ,- , (!;1 • `�; / ,�� INSPECTOR: Donald Desmarais(BOH) ,�� ��' �.• � .• \\ y+►,r ` f - j ;�� UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR P� OJ ��/ : - • " i��)1 • r,� r{ x' a - ' EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. C.S.E. APPROVAL DATE: Oct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE: December 21, 2020 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �'L,.,._ � -- f _ f ELEV TOP= 00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 27. ~I �`,r/ 1 f ';�� Ij'1 -U < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). N y MAP 186 '(�. t� i� , `+er ELEV WATER= 16.00' = p o co -''M-- B� � I \ �- 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN O m m LOT 20 3"E `y �t f - PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \ CNI _ zoom aR3 O a Ngy $929 "' ``�`.f ,� dp - LOCUS DEPTH OF PERC= 36" -54" 16, PROPOSED PROJECT IS LOCATED WITHIN: o I ' ' ' ASSESSOR'S MAP 186 LOT 21 \ 'd PROPOSED 4"SCH. 40 PVC VENT,- N t U1 P. k " • - } - TEXTURAL CLASS: 1 - `� i rn EXACT LOCATION PER OWNER M ' `00 OWNER OF RECORD: JONATHAN & REBECCA MACDONALD �%� ��t � ` r '� _ ,� ` ( • _.- lP x -n EXISTING 1,000 GALLON H-211 - MAP 186 `° =�. �•,, J G� m LEACHING PIT TO BE PUMPED& LOT 21 Z z, -_.: O �e'4 '' 0" 27.00' ADDRESS: 282 BAY LANE REMOVED OFFSITE- ?� ` ' • It` - � f� c '- "P' �:•��,` `� ' CENTERVILLE MA 02632 29,430± S.F. ~.--' , "1 . 1`�a Fill _. U.P.#2271P19AB PROPOSED TWO(2) 500 ' ' t`�i, I -' + . 24" 25.00' FEMA FLOOD ZONE X GALLON H-20 LEACHING a + ,,� ., f �+�'� • ,,V �� , 1\�; B Loamy Sand COMMUNITY PANEL# 25001CO563J GUYWIRE CHAMBERS w/ STONE • - • ' . '1 ^ X` • • • 10Yr 5/6 PROPOSED INSPECTION PORT o r-EXISTING OLD ABANDONS'. '+ " tom' • °' 36" 24.00' 17. DEED REFERENCE: BOOK 9712, PAGE 124 CESSPOOL (LOCATION PEi . , , C7 Perc i 18. PLAN REFERENCES: 1.) PLAN BOOK 214, PAGE 3 2.) PLAN BOOK 73, PAGE 5 AS-BUILT CARD ____.._ Yf \ _ „� J 5G • • t �,�." < < l` +► % ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. D ( I I 1 L ' ' I -- •'i ` ? `' ' ' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ZG1 m V l ( I ( 1 103.4 I C I ' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY fi J MAP 186 `J� •• ' o ��+ `' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. \ , \ ( ( ( ! Z Med. to Coarse Sand RE"? UVA L Li O i + :� ( \\ \ \ t I ( ( ( ( ' I i rn ' LOT 18 k "4 2.5Y 6/6 N \ N o i. r- , • J // x C 21, A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A N \ N N _� / u, -� -' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A 14 I ( ( ( / REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. .* - SHRUB (TYP) T�1 1 26 \ 1 ` , I ( ( / / / / / � / t ` 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 0 1Ef720" !� "`` �' \-PROP. �' ) I 1 ( ( I l l / `� l J J q , LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. I 2�xo H-2o ) I ( � ( ( ( 111 l I / J l ( I / � 1 l TP "D-BOX" - � `? / // / ) / / / / / J I I SCALE: 1"= 1000' ! % - - GARAGE 1 Benchmark l ( ) I I FLOOD ZONE LINE DIVIDING ZONE X(>500) EXISTING 1,000 GALLON - ( 1 ` I I '� ! No Mottling, Standing or Weeping Observed 2 x0 1 Concrete Pad Comer ( ! FROM ZONE AE (EL.12) BASED ON ACTUAL , SEPTIC TANK TO BE r = � ) I i ! ON-THE-GROUND FIELD INSTRUMENT SURVEY UTILIZED IN DESIGN--'- `� � THRESHOLD J Elev. =26.42 ` , � ' I I � I �-,S I PI I I_A l A I FrI=N ;}. EL =27.9'± ( ( N.A.V.D. 88 1 / j 1 1 (B.F.E. = 12.0' NAVD 88 BASED ON F.I.R.M. DESIGN DATA #25001 C0563J) (EFFECTIVE JULY 16, 2014) ? PERC NO. Perc-20-275 EXISTING OLD ABANDONED ) #36 I ( I ( ( ( I I / / / / / ,,i �) \ 5i)x0 EXISTING SPOT GRADE O � � / I / � INSPECTOR: Donald Desmarais(BOH) / EXISTING I I / / ( NUMBER OF BEDROOMS 3 CESSPOOL (LOCATION PER / / / / I ( ( I I I ( I / / J /i ( � r EDGE OF WETLAND (DIGITIZED FROM SITE r EVALUATOR: Michael Pimentel, EIT, CSE - - - 5r - - - EXISTING CONTOUR � 3-BEDROOM / I AS-BUILT CARD)-� `� DWELLING DECK i J ( J < < l ( I I l ( \ \ { { / / / / / ( ' PLAN DATED FEB. 14, 2000 PREPARED BY DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27, 1999 i \ \ I 1 1 \ \\0 ( ( \ 50 PROPOSED CONTOUR YANKEE SURVEY CONSULTANTS) i TOTAL DESIGN FLOW 330 GAUDAY DATE: December 21, 2020 DESIGN FLOW x 200 % = 660 GAUDAY 50 PROPOSED SPOT GRADE m 2 BUSH (TYP} _ // / N ) I ) I \ .6' \ TEST PIT#: 2 MAP 186 �n / ` I ( I \ \ \ '� USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 27.00' VA. EXISTING GAS LINE (N/A) N y, SLEEVE SEPTIC LINE LOT 23 m P 10' EACH SIDE OF J (J ky N� I °D I rn 1 P "�\\�� �\1 ! ', `�� ELEV WATER= < 16.00' --- O/H; EXISTING OVERHEAD UTILITIES p 3 25 _ WATERLINE CROSSING I I I 1 1 t \ O O a _ - o 1 I / ( ( \ \ `\ \ \ ,\ \ \\ (\ ( ( I ` , PERC RATE _ \ INSTALL 2 - 500 GAL. H-20 CHAMBERS W/ AGGREGATE w -- - EXISTING WATER LINE Z 00 _ - �� - ( ( ( ( \ \ \ \ \ \ \ \ t I DEPTH OF PERC = _ - _ J I ( I I\ \ 1�5 \ \ \\ \ \ SIDEWALL CAPACITY % TEST PIT LOCATION \ \ \y TEXTURAL CLASS. 1 w`.o='•c �_ - -' 23 _ _22 �'� ( I / N 6 5 \ \ (LENGTH + WIDTH) (2 SIDES) (Z HIGH) (0.74 GPD/S.F.) = GAUDAY ��O / \ \ { (25.0'+ 12.83') ( 2 ) (2' ) (0.74 GPD/S.F.) =112.0 GAUDAY EXISTING 1,000 GALLON SEPTIC TANK it(n N C� \ BOTTOM CAPACITY 0" 27.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE N w \ " j (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Fill PROPOSED H-20 DISTRIBUTION BOX o cr ASPHALT �pE MAP 186 ' (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 24" 25.00' 0 o m 66' LOT 22 Loamy Sand O PROPOSED 500 GALLON H-20 LEACHING CHAMBER B 10Yr 5/6 S890 46'28"E TOTALS: 36" 24.00' o 53.40' �' � TOTAL NUMBER OF CHAMBERS 2 / TOTAL LEACHING AREA 472.2 SQ.FT. REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE (2 PREPARED FOR: 2g.0, Med. to Coarse Sand ROBERT B. OUR CO., INC. N O + 3) C 2.5Y 6/6 O LOCATED AT NOTES: n �. �1) 4) 282 BAY LANE CENTERVILLE, MA 02632 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM HC-1 COMPONENT. 0 132 16.00 SCALOE: 1 INCH = 20 FT. 40 DATE: DECEMBER 238020E0T SWING TIES SCALE: 1"=20' " 20 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING , GARAGE No Mottling, Standing or Weeping Observed t`k OF FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO DESCRIPTION HC-1 HC-2 �- �y �� - _ r JOHN L ��' � PREPARED BY: ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. JC ENGINEERING INC. CORNER OF STONE (1) 23.9' 38.0' THRESHOLD RESERVED FOR BOARD OF HEALTH USE CHURCC SILL JR. H 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. EL -27-9± 41807 2854 CRANBERRY HIGHWAY CORNER OF STONE (2) 35.6' 41.5' #36 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. EXISTING EAST WAREHAM, MA 02538 INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SITE PLAN CORNER OF STONE(3) 50.0' 21.4' 3-BEDROOM 508.273.0377 SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. SCALE: 1"=20' DWELLING DECK Drawn B MCP Designed B MCP Checked By: JLC--- JOB No.5484 CORNER OF STONE (4) 42.5 13.5 y i9 y