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HomeMy WebLinkAbout0037 BAIRD WAY - Health 3AIRD WAY (37) NTERVILLE = 171 - 101 I i N SMEAD KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE FORESTRY MIN.RECYCLED INITIATIVE CONTENT 10% Csrlified Flier Sourcing POST-CONSUMER www.sfiprogrem.org SFW1290 MADE IN USA GET ORGANIZED AT SMEAD.COM TOWN OF BARNSTABLE LOCATION Q, L) SEWAGE# Q O Q f I VILLAGE ' 1j ��._ ASSE SOR'S MAP&PARCEL 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY e � -�rkN% 6 6 C, m,� � Ntn1\LC k'N a c) LEACHING FACILITY:(type)`c a,ek ' 15 \_ (size) W � NO.OF BEDROOMS OWNER DC .J� /ram PERMIT DATE: COMPLIANCE DATE: )11( 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 �s 0 3 � P e • r N l a - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4phration for 3Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ED40n"dividual Components Location Address or Lot No. 3 , \r LA>P'-/ Owner's N_ame,Address,and Tel.No. Assessor's Map/Parcel 1jOf C' r��, �� 5�s(�.d1 r^i Installer's Name, dress`,�n��l.�10. �I Designer's Name,Address,and Tel.No. OE��t ��04 W r Sc©t Vcr _S t9 ` C%rev•OV it e0} e LAeN I :Tj- &x?of y c (t e�tl (Zj i� �,. Type of B dding: C7 C)l�Ct S . C 1�.r.FF�(�.Gv..\ r-w S k 9 to Lt 6 i 1 Dwelling No.of Bedrooms Lot Size l ( sq.ft. Garbage Grinder jq) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 320. l,I gpd Plan Date— 0 i It I a® Number of sheets 1), Revision Date Title Size of Septic Tank S}t^rr, \Ci C9(, Type of S.A.S. 11 ZSM o G Description of Soil C s wM6 � y 1,5 ,���� aw ID OqX Nature of Repairs or Alterations(Answer when applicable) L;,, C �,:C[ dI 0 o-)c 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 Hea ff Si ed Date 1 0 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ✓ Date Issued 4. N1 7 l9"71.-.✓ l i Fee ./� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: # / PUBLIC HEALTH DIVISION - TOWN OF BARN STAB.LE,AASSACHUSETTS Ye 01pplicotion for Disposal *, pstrm ConstrUCtlon Permit Application for a Permit to Construct( ) Repair(v)�Upgrade..(_)Abandon( ) ❑Complete System �flndividual Components Location Address or Lot No. 1("� W�� Owner's-Name,Address,and Tel.No. Assessor's Map/Parcel r �(1f V Q��Cf 5v SfM P \4 1 u!1 Installer'sCoiV L400Address,and CTtl0� � 2 J Designer's Name,Address,and Tel.No. r- Cf�o� ecc } co^ 1 sr &Xo/gt Rycitr (Zj Type of Building: 4.,,44-G.M M h S .�(0 4. p S'h L1 Dwelling No.of Bedrooms Lot Size S 06 sq.ft. Garbage Grinder(AS) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Design flow provided 3 20. Ly gpd Plan Date 1 V Number of sheets Revision Date Title Size of Septic Tank Q Y OU Type of S.A.S. %A a J - G Description of Soil C Gs t. . /.S ,� , &A 2.6 Q t3ox Nature of Repairs or Alterations(Answer when applicable) QO ,t`r_ r ae o%er c s" L—C cc \A rXU C(O U C 1`,\ak.,_ cv . A 1-k a,.U �, (✓oc 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 , oar- of Healt re- Signed Date r ,Application Approved by _ Date Application Disapproved by Date for the following reasons 1 Permit No.,- Date Issued--------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS _ Certificate of �o LL . rtt THIS IS TO CERTIFY that the On-site"Sewan Dis osal s stetn-Cons�Yia�tce trucied(- Repaired t .-Upgraded . Abandoned( )by JCO" at ( G, V\\1 j'�►� ��_ has been constructed in accordance 4 with the provisions of Title 5 and the for Disposal System Construction Permit N,o W-►-_-35 dated ^I Installer 1�;C p C� t"L,i./`�/�r Designer V_r_%_I l y J�_rev L�r �, .�i r, #bedrooms Approved desi�flo ` > gpd The issuance of this permit shall not be construed as a guarantee that the system will functionigned. Date 11 )[3/ Inspector No Fee / 6 ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS MispoSAY *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(V Upgrade( ) Abandon( ) System located at _( � , c,,r kA)G`-ld C-%j 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 pCby C Date I`, C7�- Approved Town of Barnstable Regulatory Services _ Richard V. Scali, Interim Director �nRra e.sraet Public Health Division Thomas McKean, Director 200 :Main Street,Hyannis, MA 02601 Office: 508-8024644 Fax: 508-790-6304 Installer& Designer Certification Form Date: ':l 1 zjL0 Sewage Permit# 3S-Assessor's MaplParcel 7r I Designer: nvt u' l d 1" c Lo- Installer: Se C, \ Cn Frz_N�� Address: 1L� Got ICjx,�­ fZ-A Andress: w-� cs`V On k;A �.d S(-CA n �CtnN .. was issued a permit to install a (date) (installer) i ' septic systent at �t based on a design drawn by (addre's.) ��1 t(k s :� ��� h 0�r- d:ted N U J R E 2-0 2.. (designer) VI 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. _ ! eertily that the septic system referenced above was installed with major changes (U. 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 cc-rtitied as-built by designer to Follow. Strip out (iFrequired) was inspected and the soils were found satisfactory, I certify that the system referenced above was construct -. liance with the terms of the 1`%A approval letters (if applicable) �S c' may'.^^ (Installer's . ure) f ' �• ®�:,I An p��•• (Designer's Signature) (Affix Destgl tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC H.EALTFI DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. it THANK YOU. Q\Serlic"Desianer Cenitication Form Rex.8-14-13.tloc �h° c :u 10 ' c '✓p°'e Q#F*y LEGEND eo m I,Tier.aI tX�I i 9 if,n� .�o,- 4°sic.+yZsp� '�.. i 1 ,X� SEPTIC COMPONENTS s�a�!•.y�yPo s i$ r a ° ,t hCo thp, a I r o,D s EXISTING �r6t i oy d�a s I14Qe"e��r ^� e°aac 1000 GAL e,ry i yc�i� i SEPTIC TANK ♦ �6' a0iss c�F6 X ? sc i(�°�i OEXISTING s�e�®e°e `20� rps8 wpLOe�aNsa g LEACH PIT/ ces °rrs Bair °' i+ee Eb^°ay CESSPOOL *e-r ° t'd ay 9 e y.'Road i�sP DISTRIBUTION BOX® 30F�� ' +;�e-; a e r sRoad- i � rL�yx CEN TER VILLE, MA . TEST PIT 0 ® � � � _ � � P � EXISTING LEACH PIT TO BE PUMPED AND T§§= T§ES FILLED OR REMOVED WATER LINE GAS LINE GISpA EL EVATION PROPOSED SOIL OVERHEAD WIRE OH 4 56.50 ABSORPTION °P of FOUNDkj S YS T EM -SEE DETAIL • ON BACK • • 56 ISO.00 ft eSS°� 56 ' = ` PIPE v N - • 11 /J ONE YDRIVEWA . S c f, Ism / I MAPLE ti °HY I 1 0 A* °►+ / Jlo F � I cv MINIMAL R GRADING PROPOSED GARAGE � 55 QQ EXISTING F F CONTOUR ' D / L oo -T ITYP) OQ 55 0 . = AREA = 15300 sf+— GARB PLAN BOOK 275 PAGE 55 C' R ASSR MAP III Pa 20 I'- OWED m ZE 53.6t ft- (�y3 a OFSS9 OF SS9 DAVID C'yG o DAVID �ylr D. D. COUGHANOWR -cn' COUGHANOWR ZI No. 1093 No. 461 �FGI 9PPR0�� FIL A N SqN EVA SCALE: 1 in = 20 ft 0 20 40 THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS, SHEDS. FENCES OR SWIMMING POOLS, OWNER 0 10 20 SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR, PRINT ON 11 x 17 in - SEWAGE DISPOSAL PAPER FOR PROPER SCALE THIS IS A ;- �®�®� - SYSTEM PLAN PLAN -TO SERVE EXISTING DWELLING VARIANCE REQUESTED USE COLOR PLAN ONLY PETER & SUSAN MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. FOR INSTALLATION A P P L E T O N FULL DETAIL IS BEST "`• • • OWNERISI OF RECORD VIEIN 310 CMR 15.221(7) — COMPONENT FULLWED COLOR �\ - -' 37 BAIRD WAY DEPTH TO FINISH GRADE. 36 in - v CENTERVILLE, MA MAX REQUIRED — VARIANCE TO 155 Geo Ryder Rd S PROPERTY ADDRESS 60 in OF COVER REQUESTED. Chothom, MA 02633 Dovidcou®Hotmoil.com DATE: NOVEMBER 1, 2020 508 364-0894 PG.lie JOBS' ETE-4487 � SOOI � TEST LOG ' 2020 DESIGN CALCULATIONS SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE *461 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS TEST PIT 1 NO GROUNDWATER ENCOUNTERED USE EXISTING 1000 GALLON SEPTIC TANK IF IN PERC AT 66 in.- 2 MIN/INCH IN C SOILS SOUND STRUCTURAL CONDITION. IF NOT, INSTALL ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER NEW 1500 GALLON SEPTIC TANK. 55.90 INCHES HORIZON TEXTURE (MUNSELL) MOTTLES 0-10 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. 53.15 10-33 Bw LOAMY SAND 10 YR 5/8 NONE FRIABLE SOIL ABSORBTION SYSTEM: 33-136 C MEDIUM SAND 10 YR 5/4 NONE LOOSE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE 44.57 SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. TEST PIT 2 NO2 MNIINC OUN IVN CESOILS NCOUNTERED THE LEACHING GALLERY DEPICTED CAN LEACH: ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER _ BOTTOM AREA = 16.5 x 21.33 56.00 INCHES HORIZON TEXTURE (MUNSELL) MOTTLES —1/2 (14.83 x 6.3) = 305.23 sq. ft. 0-8 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE SIDEWALL AREA = (16.5+6.5+16.12+ 53.33 8-32 Bw LOAMY SAND 10 YR 5/8 NONE FRIABLE 10.20+21.33)x2 = 141.30 sq. ft. 32-148 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 43.67 TOTAL AREA = 446.53 sq. ft. L CAPACITY = 0.74 x 446.5 = 330.4 gal/day THE LEACHING GALLERY AS CONFIGURED BELOW. APACITY = 330.4 goI/dog WHICH EXCEEDS THE dog REQUIRED FOR A THREE BEDROOM DESIGN. 100 GALLON SSEPTOC TANK s EXISTING UNIT ' DIMENSIONS &"DETAIL TANK TO BE PUMPED DRY AT TIME OF INSTALLATION � AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL SS O§ '�' AD SS.O R U" T Q IOO N/ NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. REPLACE WITH A NEW SS YSS TE M CONSTRUCTION DETAIL i in 1500 GALLON TANK USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL TAPER IF CRACKED, ROTTED i `� � OR OTHERWISE 14.83 ft 6.50 ft INSTALL TWO DRYWELL 1 °S °� COMPROMISED. a UNITS AS SHOWN�l w r t WITH UP TO 4 FEET OF STONE ALL AROUND. r ,�"0'�+4�''�'�iwm;•r�, f ', '' � h � ' ;k� dot'; 4. NOT Cn MARK INSPECTION TO O RISER WITH SCALE N ,^ MAGNETIC TAPE. n y B ft-6 /n A DUNWELL 21.33 ft IT COVER COVERT 500 GALLON DRYWELL DIMENSIONS INSTALL ONE INSPECTION RISER � FLOW LINE & DETAIL 3 IN DROP TO WITHIN THREE INCHES OF —� FINAL GRADE & INDICATE FROM = LOCATION ON AS-BUILT BUILDING 10 in 14 TO '^ D—BOX 48 in LIQUID GAS 0 36 LEVEL BAFFLE 10 /n use o�Q H-20 U% �(� RATED 6' In STONE BASE /F NEW * GJ� UNITS SEPARATION BETWEEN INLET & OUTLET 102 jn TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW CROSS SECTION VIEW INSTALL AN APPROVED GEOTEXTILE FABRIC OVER STONE USE SHOREY 28 3/4 in TO 24 In ■ 3/4 in TO } DQSTR§B 11 §OUV �ODI/�1' DB-3 H2O in 1 1/2{m GRAVED EFFECTIVE■ 1 ►/2 in GRAVEL t DIMENSIONS PIPES EXITING D—BOX TO RUN LEVEL # s DEPTH ■ KIN AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN 48 in MAX 58 in 48 in MAX 12 In k C MIN FROM i - -INSTALLER TO OBTAIN DISPOSAL WORKS N TANK u� to S0 PERMIT BEFORE STARTING WORK. 0' AS -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF b In STONE BASE O MASSACHUSETTS TITLE 5 SEPTIC -INSTALLER TOTO VERIFY 1LOCATIONS OF ALL 2l ;� 2 CROSS SECTION VIEW UNDERGROUND UTILITIES BEFORE T EXCAVATING FOR SYSTEM. -ECO-TECH RAPID RESPONSE RECOMMENDS E THE INSTALLATION OF LOW FLOW FIXTURES & APPLIANCES. AND PERIODIC PUMPING OF THE SEPTIC TANK. S —SEPTIC TANK NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. L 0 W IJ- F\-,\ 0 F L Ej TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC VENT EL = 56.50 +— 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN ', PIPE 56.00 D-BOAC 5 ft USE MAX RATED EMSTING USE H-20 5170 UNITS EXISTING 100000 GALLON o 00000° PRECAST 800°000 oa ooc °a o oo° SEpM �Q° �� 51.70 0000°a°oo°o DRYWELL o000000°oago 6 in 50.75 °° o o°o°° °po�0000a EXISTING REFER TO DETAIL BOX STONE SOL QBSORPMN + 50.92 BASE 50.70 —REFER TOM 4— EXISTING 6 in STONE BASE /F NEW 55 f1 6 ft �����" DETAIL BOX O 48.70 NIn O GROUNDWATER BELOW MOTTLING OBSERVED _ 43.67 SEWAGE DISPOSAL SYSTEM PLAN 37 BAIRD WAY CENTERVILLE, MA ,j NOVEMBER 1, 2020 ETE-4487' PG 2/2