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HomeMy WebLinkAbout0191 TANGLEWOOD DRIVE - Health sz 191 Tanglewood Dr. Osterville f A =. 121- 085 TOWN OF BARNSTABLE LOCATION_lry�r/ �tt✓ 0 / SEWAGE# a—060 —/7,-' . VILLAGE o�C�d/ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. � M )c SEPTIC TANK CAPACITY --14 S -Wt r LEACHING FACILITY:(type) 2-"O�f��d?/�t�.(size) NO.OF BEDROOMS OWNER e7P06,e PERMIT DATE: 'oe-/0 -.20-70 COMPLIANCE DATE: -7 / -2020 Separation Distance Between the: /VON pe-/ 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 leachingacility) Feet FURNISHED BY kJ, ' ` l(1 cow/J c t!� � 63 � 6 7� xr�tr^rJ 0A 17 -2- -Zg`G F r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes —L� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Bit, saY 6psteirr Construction Permit Application for a Permit to Construct( ) Repair(P<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.`9/7," v /cw ,��l�/P/. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /J� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms _� Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildingpyO(�,rhG� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 7 gpd Plan Date 3 f.'�Sj�fI:CC) Number of sheets 2 Revision Date Title z Size of Septic Tank L /S`i�✓( Type of S.A.S. a-5W gCPA0rJ 1¢a0 C/�Q4✓O a);; 1`/ Description of Soil Nature of Repairs or Alterations(Answer when applicable) ✓r I< Qol& 4' AA&�) eki-i(hj)I-I /J box /,ti k i0,U X 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 of Health. igned Date �' O Application Approved by Date Application Disapproved by Date for the following reasons Permit No. r10. / Date Issued �® Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS app Yitation for t-pos$i *pstrm Construction Permit Application for a Permit to Construct( ) Repair(k<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components 4 Location Address or Lot No. _ ) Owner's Name,Address,and Tel.No. Assessor's ap/Parce�i� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons _ Sho..wers( ) Cafeteria( ) _ Other Fixtures Design Flow(min.required) -2 3,() gpd Design flow provided Z ? gpd Plan Date Number of sheets 2 Revision Date Title Size of Septic Tank , i5/ ✓r Type of S.A.S. ,q-�COcr Ae"'i #-.10 C`d� Description of Soil Nature of Repairs or Alterations(Answer when applicable) J Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 4 ' accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of r Compliance has been issued by this Board of Health. igned Date og p�42 01 Application Approved by Date o Application Disapproved by Date for the following reasons Permit No. DSO / Date Issued --------------------------------------------------------------------------------------------------------------------------------------- W THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( 11Upgraded( ) Abandoned( )byi ,�,✓ at' � j /,. / J� /'),��„,,, p has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Fj Installer (� ,, , ,�t Tj For, Designer L #bedrooms Approve d d�esi_n flow gpd The issuance of this. er�rmit s all not be construed as a guarantee that the wtll' . c'on esi -nedi,.:Date� rruIns =------------ - - - - --7 - ----------------------- - -- -- - ----------------- No. — _ l � - -------------Fee t�r' `J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *psteut Construction Inermit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 2?zz 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 c mpleted within three years of the date of this permib. a Date �It t' Approvedd b J Town of Barnstable IKME 'Y Regulatory Services Richard V. Scali, Interim.Director + BAR -&TABLE, * ' MASS' Public Health Division i639• 'O�Fvt�,te, Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 7-f y-ZQ20 Sewage Permit# L C5�16 assessor's Map\.Parcel Designer: �ny' rrieeef,n, i�orl,cs, (nC . Installer• �_ l 53R� Address: I U.9r Crbss4-�e (J J�14 Address: �.0• Q �o rest-o�c,tQ 1'�►q d 2��� C�+,�a-t1vV� On 6-/0,X'DO ,mil G�a� .3 was issued a permit to install a (date) (installer) septic system at � C Ci l```%e— based on a design drawn by TL (address) Ev►� ateter"nC1 Wo,—Gts /g c , dated / (designer) ' i/ 1 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.c. vreater 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. I certify that the system referenced above was constructs ncc with the terms of the I\A approval letters (if applicable) @ 114O PETER T. McENTEE N CIVIL. nstal er's Signature) NO.35109 f ISTEIR (Designer's Signature) (Affix Designer , tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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. 'Q:\Septic\Designer Certification Form Rev 8-14-13.doe i Stanton, David From: Stanton, David Sent: Monday, March 30, 2020 11:54 AM To: 'PETER MCENTEE' Subject: RE: 191 Tanglewood Dr Yes From: PETER MCENTEE [mailto:peter.mcentee@gmail.com] Sent: Friday, March 27, 2020 8:34 AM To: Stanton, David Subject: 191 Tanglewood Dr Dave, Doug is thinking about moving the SAS location to the front right corner of the property in one of the two locations shown on the attachment. The existing grade is 9 ft lower and therefore the bottom of my test hole is too high. I don't expect the soil to-change and based on the GIS topo (also attached), pond surface looks like EL=21 and driveway EL=38. So, about 17 ft to estimated groundwater. Based on this information, can we do a soil evaluation at time of installation, if we move the SAS to the driveway? Peter Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax (508) 477-5313 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 LOCATION SEWAGE PERMIT NO. l9/rT! lYG'Li vuo o p OR = -7 9-- � 2 VILLAGE I Osr �� U� c� INSTALLER'S NAME i ADDRESS C epAtz si,. w, /3A/e6 s/ BUILDER OR OWNER /l C C e WA Al -ems N 6-1 E W(J c, DATE PERMIT ISSUED _ DATE COMPLIANCE ISSUED /-z-7 %YOtiLj. .` u. } � � a w x r'� •r+�( � - . ram'J�k- a`fe � p'p . No................_....... Fss ........................ THE COMMONWEA _tk'TOF MASSACHUSETTS • BOAR® H041,LE L7 ..........---- ..............OF......- ----- - .............................. Appliration for Dispaoul Works Towitrurtion runtit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: X. /,0-1 C .,�. .� ............. .. . ........ ....... . No ` �•� �oc on Z/F_ �—�� /L G ` N'd D J /C. ... __... .............. .......�� ---....._............. � . .._ ..------- ---.....---...._ ner dd ess -- ... .............................................I--•---------------•- Installer Address Pq Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( � `4 Other—T e of Building ............. No. of ersons............._.............. Showers — Cafeteria �a •••-•••••••-•.••--•••••-••--•--•-•--•-•••••P--. ( ) ( ) Other fixtures - -- •-----•-•-•--------------------------•-------...._._._.__...------------...__....._......---- Design Flow................... .............gallons per person per day. Total daily flow.........S AO_____.____......_.__gallons. WSeptic Tank—Liquid capacity/.�_!.®gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width_ ____ Total Length.................... Total leaching area....................sq. ft. l _-_.._ Depth below inlet______ ________ Total 1 chin area... �.�___s ft. Seepage Pit No-------------------- Diameter._-__.__ ..-. p g q. Z - Other Distribution box (A) Dosing tank ( ) . ��' ,�W+ G '-' Percolation Test Results Performed by-__ k T C2-> a ....._...•-------1--�--�-" •--••------ Date_--���.�----��-•'-- ,� Test Pit No. 1_'9_-2...minutes per inch Depth of Test Pit____________________ Depth to ground water........................ (3 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ...........................•----------............................................................ --------------••'/ 2 =- Description of Soil... .-- �•-•••--._.....G:._....3_'`------- ------------------------•--•-•••••••--•-•••-•••-•••••••-••-•.....-...._..-•••••••••._........... 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'JITiE 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. Sign ...... ............. --------.................. Application Approved By.......... -•• ..... - - ( --- f - ........... Date Application Disapproved for the following reasons:••••-•------•••-••••-•••-•-...•-•••••--•---•-••-•••--------•-••••••••-•-••••••-----•--•••-...-•................. ---------------------•-•---...-••------•......__....••--••--•-------•-----••--•-••••---•------......•-•---•••••••-----•-------••-•••••••••-•••-•----------•-•••••••••••------••-----•••-••••--•--_------ `J c� Date Permit No....................................................... Issued_.....=!_..—•2 - 7l Date r �`y No.................... . FEs...''Z..._............._ THE COMMONWEALTH OF MASSACHUSETTS B0 1 O H E LT j 1 ApplirFation for Disposal 10orko Tonotrur#ion runtit Application is hereby made for a-.,Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: �""''`le. , /'' ( o x_ "V..` ' r - t .... _...-- .....------.......... ......---------- - . - o on ... ...... ......--- •--•---- .................... -----....._........ Owner t f // f6-s Installer ..... �....................... ___ � Address Type of Building Size Lot............................Sq. f Dwelling—No. of Belrooms........ ..............................Expansion Attic ( ) Garbage Grinder 10 aOther—'Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixt r'r ...... ------------•-•-•-------"----•-•----------------------------------------- ------------------------------------- ,,.gallons Design Flow________________.____:....�_. ___ per person per day. Total daily flow____._.___ ::..____.__.______._._gallons. W Septic Tank—Liquid Li uid ca acit � p q p y .___.___.gallons Length;--------------_ Width................ Diameter................ Depth................ x Disposal Trench No .................... Width Total Length Total leaching area...................sq. ft. Seepage Pit No_ __ ____________ Diameter.._._._._____._. Deptli below inlet_:____. q- .._. Total leachingarea.__, �_�__.sft. Z Other Distribution box (/4 Dosing tank ( ) �,� '-' Percolation Test Results Performed by._ ". _ __X. -.A_4....._.____ Date___lf.... _�¢°... . W Test Pit No. i.' _. _..minutes per inch Depth of Test Pit____________________ Depth to ground Water........................ ---------- f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 �----•.................... o . - Description of Soil__________________ _A,_ ---------------------------------------------------------- _.. -----•••-------------------------------------------------------------------------•-•------------------..__.----.....-------••-----._._....---- W -------------------- - ----••-------•----------------------------•--•------•-------------------------•----•-----------•-..__...---------•----------------•---•-....-----••••••-•-----.....----•-•-_- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------- ---------------------------•-----------•--•-----------------------.....-•----•---------._..-------------------•------------------------------------------------_._...-----....._:_. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TT LE 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. Signc.l Application Approved By......... �'= -f=..''_.....�.--•---� -1f+.'��` :_�:�_ ------•�---'�- .---- Date Application Disapproved for the following reasons-......................-......................................................................................... ----------------------------------------•---•------•....-•-•---•----------••---•-•----------•---- Date PermitNo......................................................... Issued.......................................................... Date THE COMMONWEALTH OF MASSACHUSETTS r BOARD HEAD 1. .....-.........OF......... , .....:......... 9rdifirate of ToutpliFanrr } T S IS Z0 C �Y, That the Individual Sewage Disposal System constr •ted ) on Repaired ( ) b �, ; y....- - r _..... *.+ �% U d In_a,l �_. { .. has been installed in accordance."with the provisions of 5 f The State Sanitary Code as described in the application for Disposal Works;tonstructlon Permit'N ---'._IA-:_________________ dated__.._ __-_ :__��s ..___.:._. . THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION" SATISFACTORY. DATE •..........::........."......_.............---..:::---•-------..... Inspector....._ ----._._.._... =- THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEAT No. �`....'...... w ' FEE... ...... j" Dispooa orks nstratr#ion rrutit �-y�� Permission �s_hereby granted. .�. :. _ ..:_ l!U' •_ .................... to Construct ) 6 R`pai ) .an Individual S.i& ge Di posal-Syst t , atNo. ( `• --•---•_.. ._..".. ...................... . ... - �fi..:... ........ Street as shown on the applicatio for Disposal Works Construction t No...:__.__. ______ Dated... ................................... 1� o Y Board f"He ' DATE...• w - ' FORM 1255 HOBBS & WARREN. I-NC., PUBLISHERS THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A�C(, I DATA r-, -r. =•�F'n5A1.. �'iT t.,•)SC-„ 1©cX� GAc_: �>f� �'� T>T'is tt>at La( t 1• t �Gt�L ,1�,T10t�..I QAT� . 1 tW �MitJ p2 �..EY�,, � -��• • �� per. - -1 _, .,,,,� pion. •� r�TP t • ; err kv US i1 3t+ '7�tr+ t Tar 74V ►c�ca.n S�z L 4'p/PfSs DP�>F. Q(t GF 5E T 1G qq F tWK "Boy,FIT LAN 'a t/►� '1/�T/_.'rl� w f hi n. { fA43M WA4Wt2D qq = SToaliw 'a i'g • t C-lZTl1~,{ Ts4AT TF-1r--- 'L�� �tE►t 5"ONAJW 4�1..h.Q s P 5-vt a I"iC.� t4v?t=t5w 4OM►►PI,�S W/k'TW 'C W-= -�- --- - r �i T7�.i,.i►�� AWt> SE-ri3,AttC 17� E4Ui2ZeAAa -tT RGGt�,t'crZ�b f..A,Wo •;UQv,'_Y4 r i 11� CSC .At•.f 1S i.,(DT MA-e,CV 01•4 ' s -99 --EXISTING CONTOUR N 0 x 100.98 EXISTING SPOT GRADE �ol) (:� W EXISTING WATER SERVICE G, EXISTING GAS SERVICE LOCUS H. W.--- OVERHEAD WIRES TEST PIT BENCHMARK = s c 104.96 LEGEND I x 98.90 `� S 46'5B'01" W �' 138.93 x 91.42- �� x 93.07 ,t�h I ` _ _ GQ 1 �T �91-- t \ ROOa LOT 26 �00.35 - _ _ - LNOT OCUS SC ALE AP 15,600 ±SF �' \\ GENERAL NOTES: ---� 101.92 X 101,3kOS. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL -� 105.71 -710 x 103.58 \r\ BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ 01.81 �� \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: BENCHMARK-1 \\ DECK X 100�5� -310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL COR. BOTT. STEP \ 1) A 3' variance to the 3' maximum cover requirement, for up to EL.=109.07 \ � 101,56.. :: .•.•, \ 6' of max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE U) ;101.89'. DESIGN ENGINEER. O \ EX/ST/NG � - 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �\ v o^ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN iv \ HOUSE(#191)�z� 101�.0 N I ENGINEER BEFORE CONSTRUCTION CONTINUES. Cn T.O.F.=109.Of/ Jo i� 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. u :::::'CRUSHE_ D STONE::..'.'. `.. r� Qai z 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF DRIVEWAY ..': ':r`'`." THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 109.09 �:' " HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 110• 02.06:. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B09.0 107.1 ,::ioo.7o.. PROPOSED S.A.S. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. EXISTING SEPTIC TANK 1088 X 108.4 " .:: ,• 2-500 GALLON CHAMBERS g ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS TOP OF TANK=107.14t O WALK 101,03 .., ,.,::,:; : .,: SURROUNDED W/STONE' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE INV.(OUT)=105.80fC. 108,29 5�: ;. :.;. , DIRECTED BY THE APPROVING AUTHORITIES. tj 109 .:... � VENT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY O �1 �' RO ;S.A; ''::<�: THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING X 10 x 109,22 -�,� 10' 99.92 OF At CONSTRUCTION. EXISTING LEACH PIT 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS PUMP, "FILL WITH / i t G SAND & ABANDON o PETER T. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND s ��_� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). / SLEEVE �WER o R 10013 � McENTEE ...•, TP-1 TP-2 X 108 WATE�h' SERVIC ' `` CIVIL "' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE VET cam•„.,;, L=133.00' u6,26 �I 99.46: No. 35109 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. IPES( � 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND R--2860.90' J� i/ 100,43 F NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. U.P. ,.: :•`' '; „ ,. 1, 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC -+04- / .; ;,;,,:, .•.. :.',. ,� SYSTEM COMPONENTS NOT SHOWN ON THE PLAN 102.65 edge of pavement 100.95 - 99.18 98.50 J PARCEL ID: 121-85 103.99 CATC ASI 97.83 RIM EL.=99.35 BENCHMARK- PROPOSED SEPTIC SYSTEM UPGRADE PLAN TANGLEWOOD DRIVE CATCH=9 .35 IN RIM 191 TANGLEWOOD DRIVE, OSTERVILLE, MA Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD 7,. 1"=20' P.T.M. 144-20 PAGE, DENNIS & JANE En9�11@@I'�Ilg Works, Inc. P.O. BOX 306 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NEW VERNON, NJ 07976 (508) 477-5313 3/25/20 P.T.M. 1 Of 2 Ff NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=98.35 FOR A DISTANCE OF 15' AROUND THE DECK PROPOSED SEPTIC TANK PERIMETER OF THE S.A.S. PROVIDE RISER WITH & COVER OVER EACH PROPOSED D-BOX MANHOLE AND SET TO WITHIN 6" OF GRADE. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=109.Of SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=108.5t =1 t F.G. EL.=103.0t F.G. EL.=100.Ot to 102.5f ,EXISTIN mo F.G. EL. 09.2 M. G VENT HOUSE 191 z MAINTAIN 2% SLOPE OVER S.A.S. �/j T. 0 0.F.=109.Of� C� ' L = 61' 1 p S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC �-APPROVED FILTER FABRIC > O O LL110"I g BaaBaaa �� >• 74" 2' EFF. MIN!! I a aaaaaaa _ EXISTING 48" LIQUID DEPTH '�3/4"WTo ASHED STONE DOUBLE 2S 4g LEVEL ADD GAS = PROPOSED _ 2.6 4.8' 2.6' 8 3 FF BA LE INV. 98.67 D BOX INV.-98.50 -.1 6 � EFFECTIVE WIDTH 0 -- INV.-105.80 3 OUTLETS INV.=98.00 EXISTING SEPTIC TANK (VERIFY) H-20 2-500 GALLON LEACHING CHAMBERS WITH STONE s`39' 1 INSTALL INLET TEE 1 \ 1 1 H-20 RATED ( PROP. S.A.S. 1 TOP CONC. ELEV.= 99.1 t APPROVED FILTER FABRIC BREAKOUT ELEV.= 98.35 NOTES: INV. ELEV.= 98.00 "17.0' 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & OINVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.= 96.00 �i4' 2 4' <V2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON 4' OF NATURALLY OCCURRING EFFECTIV SEPTIC LAYOUT A MECHANICALLY COMPACTED STABLE BASE OR 6" CRUSHED PERVIOUS MATERIAL TILITY STONE BASE, AS SPECIFIED 310 CMR 15.221(2). 5' ABOVE GROUNDWATER POLE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. VERIFY TO EL.=91.0 LEACHING SYSTEM SECTION 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE DURING INSTALLATION 3/4" TO WASHED S DOUBLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE WATER SURFACE OF POND ACROSS THE ROAD IS 16' BELOW GROUND SURFACE AT LOCATION OF PROPOSED S.A.S. F- ®®®®®®®®®® 0 37" SEPTIC SYSTEM PROFILE w Ea a E ®®®®E N Z ®�®®®®®®®® SOIL LOG 102" DESIGN CRITERIA DATE: MARCH 12, 2020 (REF#TPT-20-41) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DAVID STANTON R.S. HEALTH AGENT ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) " DESIGN PERCOLATION RATE: <2 MIN/IN 109.5 q 0 109.0 A 0" 4" KNOCKOUT 4" KNOCKOUT 58" LOAMY SAND LOAMY SAND 0 DAILY FLOW: 330 GPD 109.0 10YR 4/2 " 108 5 10YR 4/2 DESIGN FLOW: 330 GPD B 6 B 6" 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 LEACHING AREA REQUIRED: 330 GPD = 445.9 SF 108.0 18" 107.3 20" - ( ) C C - - _- - - - 500 GALLON- CAPACITY, H-20 LOADING - .74 GPD/SF _ _ - PERC CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/6 2.5Y 6/6 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 191 TANGLEWOOD DRIVE, OSTERVILLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 97.5 144" 97.0 144" Engineering by: SCALE DRAWN JOB. NO. 471.2 S.F. - REFERENCE PERC PERFORMED 11/14/78 Engineering Works, Inc. N.T.S. P.T.M. 144-20 TOTAL AREA:............................. 9. 9 ................. PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Rood, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/25/20 P.T.M. 2 Of 2