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HomeMy WebLinkAbout0011 ELM STREET - Health c Ems. c - -- -- - - - - - - - -- M`P Cats-c� -7 t �P s 0 No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes k&-,,6, pfication for Misposal 60stem Construction Permit Application for a Permit o Construct(fi Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Addre or Lot No.O-�h% M,,—qL d Owner's Name,Address,and Tel.No. 1`I �I F►rl . G'I,it�l HS'e ����P`1a�iv��i!`� � �. , Assessor's Map/Parcel(�� — U Z, ! v ,t Installer's Name,Address,and Tel.No. Ulu Des' er's Name,Address,and Tel.No. � aC, 1U✓ �01.0(C) Type of Building: Dwelling No.of Bedrooms 5 Lot Size sdr� Garbage Grinder(VO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5 V gpd Design flow provided 574 gpd Plan Date Aiy%% 6, td( h Number of sheets Revision Date Title 94 ?61,7FAlf SA MdJb. - Size of Septic Tank ITOO Type of S.A.S. 3-$00 4,A (V&,&rs rtn, Xi i, "X yi-V Description of Soil 0'1 b', At CA10.- I bY1. k Lok►n 411- 1 Ls"' L mckc Z-V Nature of Repairs or Alterations(Answer when applicable) 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 B ealth. - Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. _ Date Issued 3 ! " „ a Fee ' sTHE COMM© EAL-TH O� MASSACHUSETTS Entered in computer: Ye— �i} �h PUBLIC HEALTH DIVISION - TOWN OF:BARNSTABLE, MASSACHUSETTS 3� elm �''I�'( u;�` YILatIOn fDr I, ”-,V r pstPtn ConstructionPrYlllt Ot --Application for a Permit to Construct(. Repair O' Upgrade( ) Abandon( ) -Complete System ❑Individual Components a • Location Addres or Lot No:(}0-c'y+c�— Owner's Name,Address,and Tel.No. Assessor s Map/Parcel u�8 — OZ-7 v Installer's Name,Address,and Tel.No. l 1 Designer's Name,Address,and Tel.No. " �ICa , �U� L C��t(C� ul-S 4u -8 ti5�a Type of Building: Dwelling No.of Bedrooms Lot Size sgafd: Garbage Grinder,(•UO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) t Other Fixtures Design Flow(min.required) S�V gpd _Design flow provided S�-' gpd Plan Date �•,.5� 21, Z o !I Number of she e s Revision Date Title W C�lu� �t��� �10�5-� Size of Septic Tank 1 OU Type of S.A.S. ';-500 Co. X��!_L f � Description of Soil 0-I(j , <k I U Al 1k U A v'1 1 U-`I0,; 1� LA11t It,T�� joytr,ti SN-Nk) 41j- 1ZS' L 11A`C& ZT' -7/g rMLI)SA)'I-) Nature of Repairs or Alterations(Answer when applicable) S.. Date last inspected: Agreement: f The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j 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�aW o ealth. �.y 'ra e / _ Date Application Approved by Date Application Disapproved by Date for the following reasons i Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE,MASSACHUSETTS s 'Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(/-) Repaired( ) Upgraded( ) Abandoned( )by�,A � I� �!'�. Aw Ak � �r,,,I Q j ro b(C.A at 0 Y�_. S7 dev i h (flu has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No`�/Q•—�f�dated Installer Designer #bedrooms Approved design flow ,gpd The issuance of to his permit shall not be construed as a guarantee that the system w funk'on as designed) Date / Inspector _- // ----=---�-------------------------------------------------- -------------------------------------- ----------------------------�------(--4------- i Nod-�+k�f I Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal Opstrm Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) 'System located at O 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 coompleted�vithiin three years of the date of this permit. Date / l/(�► Approved% r Town of Barnstable oFIxe royti Inspectional Services O� • Public Health Division BARMABLE, Thomas McKean, Director �Fcrrw�° 200 Main Street,Hyannis,MA 02601 F Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: $ 1 Sewage Permit# - Assessor's Map\Parcel O 6 /7 Designer: Installer; A&xO Address: �6� /�G Gis /2C�. Address: in On E 2l �, �yYCL4✓• was issued a permit to install a (date) (installer) ,,,�,, septic system at 1 ���'+ 5f < e&4- based on a design drawn by (address) 5 •- H *. dated q (desig her) 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. I certify that the system referenced above was constructed in cop ph,h, e with the to rms of the AA approval letters (if applicable) ����H of Mrwo JEFFREY EDVVIh! stal er s Signature) at 14d, C1 iL 1 40POesiriCher's ignature) (Affix Designe"r s amp 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. \\toa\depts\HEALTHISEWERconnect\SEPTIC�DesignerCeniriication Form Rev&14.13.DOC TOWN OF BARNSTABLE LOCATION !! £(vM 5&reed SEWAGE# VILLAGE �O�ufA- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ' 1 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) SOO 6o hon Cam ber(size) 1dt.8.3, C41,51 NO.OF BEDROOMS OWNER 1 i vA k"� kp.1; PERMIT DATE: O 3! Z0(q COMPLIANCE DATE: A 7121 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility '1' - 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 9 300 feet of leaching facility) l l- 4-1- Feet FURNISHED BY i (T 15� 13` 1 7 ' a W 0 ll�SSo�ly �� TOWN OF BARNSTABLE .I LOCATION 11 £frn. 5&cee� SEWAGE# VILLAGE CoJ a�r ASSESSOR'S MAP&PARCEL O 1 ff l3 7 INSTALLER'S NAME&PHONE NO. i SEPTIC TANK CAPACITY 000 Gd�Akoh LEACHING FACILITY:(type) -'5'00 6a►Ilon C� *r(size) Q, 83'X 1,S� NO.OF BEDROOMS OWNER 1 i 0,n o 4,�x o i PERMIT DATE: O 3l 2O 1 COMPLIANCE DATE: 17 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 i site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within n 300 feet of leaching facility) fJ -I-— Feet FURNISHED BY I i A 3 0\o i q' 15' z �C' 13r _ 17 ' � o n a � Q � -�- w O i � 1 6 � o _ o ll-�SSo�ly 1-(oust I I • + •1 v y V M N 90 90 Q r w v N cc Gi t i/ 0 Co I N ON Il-O 12-0 0 +� 1 s — 'I O 1 1 I I Gp C1 Im ------------------------- -------------- I I I I I I G'ir11 •�W6 ' I I I 145%:III 1 I I I 1 I �d •� ---------------- F4.U—l=Jly "dl DINING c O 14-6 X E) y BATH ca e-O x a-0 m 0 0 - DN `_ M1 co BEDROOM n' I-T-0 X 12-0 0 N O O 4 N co N L 1:--1 - u- cn lL � N 0 Q. oU o J � F I R S T F L ® ® F L A N 5GAL E 1 /4 " = i ' - O Job no.: 19O-7 date 0'7 OCTOBER 2019 LIVING AREA = �'14 SQ. FT. , scale A5 NOTED drawn JAL ISSUED FOR REVIEW e E o � H U < 'O cn r r � ca \F V c M � � OUTDOOR SHOWER "' V o 41 v r... � w t � C V a+ W /d Ikv DN. za �' za LIN. LIN. i o 41 - I BATH 3 1 I 1 I - I I I I ART STUD 10 O _ 12-0 X II-2 LIN. I 1 I I STRG --------------------------+ -------------------------- HALL 1 a I x ? I 6 cc ' I I M GARAGE 23-10 X 26-8 -----____-- U881 SEAT + +------- --- I I I t MUDROOM � � L STORAGE BELOW 5TAIR5 LNDRY./PT � 9-2 X 13-2 i 1 1 UP - ----------------- R -.. I PANTRY GABINET V U) E 5TORA6E cu ++ 0 Q) N N X 12-4 �U J MEGH. 24-4 X 12-4 � L cu N a) ca o c J u) +_ � o co FOUNDATION / LOWEfR LEVEL PLAN � 00 o SCALE : 3 / 1 6 = 1 - O J L LIVING AREA = 552 50. FT. Job no.: 1.10-7 data 0-7 OGTOBER 2019 scale - A5 NOTED drawn JAL ISSUED FOR REVIEW E E c • � r M w lC ♦i w 0 cc n Cc V N d U) LL! cc cn iL.i L o � d Q ap w L � C V L •+ W cc 41 .". .i .:` :, : ... CD - 77 � N o 1 E I - - I _ co 41 MASTER BEDROOM -= 5-1 X 13-I MSTR. Ir SGREEN PORGH BATH. ��g = as 15-6 X 13-1 ? V) •— <; --------- ----------------------------------- cn DINING / LNIN6 BUREAU CD SLOPED CEILING 25-10 X 16-8 Occ 1 = SLOPED CEILING ' El ' ° r a y I BATH 2 m ON. 9-2 X 13-2 1 I I <, - HALL �--�---------------------- ON---- i LIN LIN PATIO / PERGOLA U PTRY �z 16-0 X 14-0 ❑i'Ii Ii"Ii �niiI ��i�i� IryiIi IiIi �iiI �n� ry° - y I; ----- BUREAU KITCHEN -6 x 10- - �(u I1-5 X 10-0 -0 n 5H. 1) 0 REF. ID - -- -'"-------I'---I -u---LL---I' II 4---LL---I' .. 1 ON. z u :.. II it --µ---11 II II 4---LL---II II _fT-- II II II II II ' II II I BEDROOM 5 _ L w �J I u u u 4 w 11-2 x 12-11 BEDROOM 2 CIA m N 13-7 X 12-11 L Li 13-6 X Q) �:3/ 0 O N F I R 5 T F L 0 0 R PLAN � oU o L 5 G A L E : 5 / 1 6 = 1 - 0 " i LIVING AREA = 1,715 50. FT. Job no.: 1g01 1 date O-f 06T05ER 201q scale A5 NOTED drawn jAL ISSUED FOR REVIEW o �o � Q�/no •� COTUIT / `Tse NOTES: /5 et q�s �° School Street 1. LOCUS IDENTIFICATION: HOUSE No. 0 RUSHY MARSH ROAD / / '�` v COTUIT D E S I G N ASSESSORS No. 018 27 ,�. Bvw#17 �,�-� o°� ENGINEERING LOT 225 ON PLAN BOOK 19 PAGE 143 / � a � BAY 2. LOCUS IS WITHIN: / R1d e & SURVEYING ZONING DISTRICT: RF c ( ) THIS NORTH ARROW IS BASED ON / Ook re t � J FLOOD ZONE: AE EL 10 & X THE BEARINGS SHOWN ON RECORD / '�`- � / 1 0 � a"e 9 Roo BUILDING CODE WIND EXPOSURE CATEGORY:B `�z AQUIFER PROTECTION OVERLAY DISTRICT PLANS OR DEEDS AND IS NOT / 6�BVW 16 < WIND-BORNE DEBRIS REGION INTENDED TO BE USED FOR SOLAR / / °� 3. LOCUS IS NOT WITHIN: ORIENTATION PURPOSES. / '�` / / LOCUS a www.bSSdeSIgn.COm ZONE II OF A PUBLIC WATER SUPPLY / / / / BSS Design, Incorporated ENDANGERED SPECIES HABITAT / HISTORIC DISTRICT _ 164 Katharine Lee Bates Rd / ��-/ B Falmouth Massachusetts 02540 4. LOT COVERAGE BY STRUCTURES: / A ,i'� 14 / / • PROPOSED: 2713 SF 5.7% / / 508.540.8805 FAX 508.648.8313 5. ELEVATIONS ARE FROM ON-THE-GROUND SURVEY BASED ON / /• LOCUS MAP NAVD, BENCH MARK: TOP OF CONCRETE BOUND ELEVATION 19.24' / / BVW#13 // AL BVW#1 BVW#10 /J � , �./ / / �/ ti0 (n W / BVW9 / / / / = N _ / __�� LEGEND (n J 0 U / '� /� / / ` / �.8" WIDE BERM `� 0 J Q (a /6� of WORK 12.2/ PROPERTY LINE �J (n < 0 (n LIMIT 12•Q --11- / 0 O - Q / s RYWELL oHw OVERHEAD WIRES a J �� / W (TYP/CAL IGRA TE �N 1� Q i /��� BVW�•71 //� / / •�� w PROPOSED WATER SERVICE 0- 0 o N w w TEC PROPOSED TEL ELEC CATV 0 o � 6 PROPOSED IX Q W Q- - - BVW#6 �� / - / PAVED DRIVE 12 goo -13- - EXISTING CONTOUR �- v��i W z Q O PD J, / / 419'16 / / 1� ____ ,00 Q f4� PROPOSED CONTOUR I w i -� " w / H2O DB3 / I V (n i6/ ' / 0°5g'10 W/GRATE �/ 7 0 \ Q CB 0 CONCRETE BOUND U_ > � Z BVW#5 P` ` / / S 0 16 i �/ '` PROPOSED / . a �dc 04 Z / li i i !-- PATIO / PBEDOSED f \ O TEST PIT Q m Q oF� 8 wIDE I J / /v�y#4 Q v� / / / / / / v BERM / ACCESSORYSTRUCTURE `�s -13 N 0 J ` `' / i• // �C " '1 ELEV. f5. z 3 I PROPOSED o N rrWnn STRUCTURES Z / / o I V / B W 3 / / IVW#8 �� //� �.� / N N I 0 Q _ �"� i -_' �/ ��/ i, PAVE°oR vE /1� ��1`N M / Co, EXISTING UTILITY POLE 0 -4. i IVW#7 / FF 6�, �� _--� 0 /� -�4 - EXISTING FIRE HYDRANT Q � .�-" '-"�!►� � IVW#9 '�llh. � �� � I � i / / j / /�1 1�0 0 , • ;+ $ t` y L.L U vs' G / BVW BVW#2 pCK �' i / / `d° D LL / NA -- z �. (I ,1Ls WETLAND no- �B / 2,000 GAL �� # IVW#10.- �` IVW#6 Zoe\% sE i 1� 10 f, / �' / TYP/CAo PROP. 2 COMP. moo, --/ W LIMIT OF WORK I0/ �Ol �oA �� H10 SEPTIC' IVW#11 / �' i / P� ���' , / ��,8 1 a �5 TANK I RIP-RAP OR EQUAL SON , o / I VW S / / �/ P�P�� N�•I` -11�� 15 5 ~ Q THREE 500-GALLON LEACHING / ISOLATED VEGETATED WETLAND ,i �" / /O / / �✓ p0,...'.,,/Q / CHAMBERS WITH 4 OF DBL. WAA WASHED STONE ALL AROUND / AL x. �. �'� As OF M scale �1llc / 275AIL .5 F� �,O _ ' , • , 16•\ tir,� '4 BEDROOM HOUSE ti OB5 ,�,` is .,' "'�S• & 4 STONE BET'�EEN WITH , � � �H ASS, Mkr12�' I CONNECTOR PIPE;,. �k 9�� .,, ccP- 95, » I VW#12 # / / PR SLAB ELEV 1 0 N WALL a / / IVW 4 ;,'` 0 BOTTOM AREA: f2.83 X 4f.5 n �, z 1EFFREY tip,,y 1 - 20 T PROPOSED TOF ELEI/.•23.0 � ; :;.. . , r T�-�o�ngs / L 0 I 2 2 �; B /g PA 0 FF ELE� 24.5 N r �h -+ / JACKI BUNKER EDW�N date / / / / /�3 i • ;s.• 10' CATCH `r�N N0.32653 l � nr A U G 8, 2019 / �6� / /�/ �/ - 1 .088 ACRES / / PR POSED 10 SOLID -17- BASIN '; 9� QF 1sT �® ���c IVW 13 - 1 CATCHI BENCHMARK: TOP OFisiosaL�N��� a drawn BASIN CONCRETE BOUND w j - -/�" �.• j s.0, / ZONING 1� 22 P y, .� _ ELEV. 19.24 TJB, RAR IVW#3 �� i f j � ,.. �'}3 w b r-� ti - \1 --- checked 0 �' / / i15� ORYWELL `r:•'✓ �' h „ % DRYWEL 1 �5�' -r-- Jl��•. i . .� -- / / / / o/` i i (TYP/CAL) .�. .�: rrPi L>N CB -� I VW#14 - ____ / �` �/ / O / i �� / ( a P 1 -18 i . ,..;.��� _ i� �j/ O TEST PIT '<` 2' DIA. x 2' HIGH job number IVW#15 (VW#= ,� �� / / / / 16� NEST IT 3&4 PRECAST CONCRETE 19039 SO i- p0 1& �, / !�•,;:; DRYWELL WITH SOLID .8 �- r. CONC. COVER IV - IVW#1 / i�� N 18'19' ^" -4Q0.0 �11 �' / I �: - ; revisions 0 21- - --� -19_ a, t ,� -� CONFIRMED BENCHMARK -I / / 05 / '�'� / I `•:: ELEVATION 2' OF 3/4" - 1 1/2"-- '� SEPT 11. 2019 EJP WASHED STONE ALL ���';". ' ` , : `' ADD DRIVEWAY T ��"-'� CONNECT TO ROOF DRAINAGE, PAVING AND 1 " / % Q -^- "� / -22 _/ / AROUND DRYWELL , / � � � _.3. OHW � 22--" 20- / DOWNSPOUTS WITH 4 PVC ELM /� /���C CI / OH -21 - 12" COVER MIN, INCL. RIGID OR FLEXIBLE PIPE. SEPT 24, DETAIL RAFT C 'N' C G FINISH GRADE / f" D/A. 200 PSI OHW 6"-8" LOAM & SEED ��..,� ADDED UTILITIES TO ACC / PE WATER SERVICE OH W � •.9 PAVED ROAD FILTER FABRIC--- _ STRUCTURE 10/17/19 EXISTING �✓ w w w ^�w w w '�w w = w w w w w w -21- , I '� _ ADDED 2 COMPARTMENT HYDRAN ,.. I TANK TO SEPTIC SYSTEM 17 � �_• y '..;� PLACE DRYWELL OCT 30, 2019 TJB SANDY SOIL J PROFILE IS NOT TO SCALE INSTALL CONCRETE RISER AS TEST HOLE DATA PRECAST DRYWELL DETAIL SEE SITE PLAN FOR ACTUAL ORIENTATION REQUIRED TO BRING COVERS - (NOT TO SCALE) TO WITHIN 6" OF FINISH GRADE SYSTEM NOTES DESIGN CRITERIA PERC. RATE: 2 min./in. in C layer EVALUATED BY: Jeffrey E. Ryther, P.E. CONC. SLAB NUMBER OF BEDROOMS 5 bedrooms WITNESSED BY: David Stanton 1 B.R. HOUSE EL 15.2 1. All system components shall be installed in DESIGN FLOW 110 gpd/bdrm DATE: May 8, 2019 4 B.R. HOUSE EL 14.3 minimum 2� sloe FINISH GRADE accordance with the State Environmental Code Title 14.5 14.6 14.8 p V: Minimum Requirements for the Subsurface TOTAL DAILY FLOW 550 gpd 13.8 PROPOSED GRADE q if Disposal of Sanitary Sewage, -and any local rules Groundwater was not encountered. 13.0 FIRST 2' SHALL TOP OF PEASTONE IS Which may be applicable. CALCULATIONS 4" PVC PIPE " BE SET LEVEL CLEAN BACKFILL BELOW CELLAR SLAB ELEV. 2. The Barnstable Health Department & BSS Design & FITTINGS 1/4 Per ft. min "H" NG " M Engineer must be notified when the s stem is 9 rr w'� 11.0 2 RISERS 9 y SEPTIC TANK: ?,. �"t SOIL LOGS - 1/4 per ft. min. /,r/4 (END CHAMBERS) 11•8installed, and prior to backfilling, for inspection. TP #1 TP #2 TP #3 TP #4 ucwlo LEVEL e" , per ft. min. �.�--- EL. EL. EL. EL. CONCRETE �.l _ _._ • : y 2"(1/8"-1/2") PEASTONE g �o �4 O0 0 0 0 o Z •,,, + •• t OR FILTER FABRIC Consist of double washed stone ranging from 3 4 OR USE WITHOUT t-RBAGE GRINDER FOUNDATION 12.25 •: •• . • " 11.49 :• ��•.c: ;.+:•si a o 0 o c�:rcl:1•°•"!'�•. - 9 9 / 17.1 0" 17.1 0" 19.4 0" 19.4 0" � •f � 3. The stone around the leaching chambers shall DESI�-�F 3 4 ,'" a �: •,•e.h •••; •:;••;'; �. / 550 gpd 1,100 gpd Ae LOAM Ae LOAM Ae LOAM Ae LOAM 11.91 c.6. G.B. 11.66 11.33 , ., ► .••.~ ' •�• (�• ;! j,°7 N to 1 1 2 Inches In size and be free of Iron, fines, 10YR 3 2 10YR 3 2 10YR 3 2 10YR 3 2 .•• =•�.�. o 0 0 0 �••.•• •••. , USE PRECAST H10 �; O �G�A"L-SEPTIC TANK 1s•1 / 12" 1s.3 / / / " ssa GAL 9.00 ° '� ' ' °~ •{• ° "'' and dust, m place. The stone shall be covered with 10 18.9 8 18.6 10 1 - 4' -I• 4'-1 ON 4' WASHED STONE, at least a 2 inch layer of double washed stone SEE NOTE 3. SOIL ABSORPTION SYSTEM: eA ranging from 1/8 to 1/2 inch in size, and be free B LOAMY SAND B LOAMY SAND B LOAMY SAND B LOAMY SAND 2 PIPES 10 15' " _J of iron, fines, and dust, in place, or filter fabric. 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 12-0 8 2 THREE - 4 PIPES CONNECT CHAMBERS ' THREE 500-GALLON LEACHING CHAMBERS 4 13.4 44" 13.8 40" 1® 14 (14' °MAXIMUM) TOGETHER WITH E olA. 8± 4. The grade above and adjacent to the leaching APART, CONNECTED WITH 4" PVC PIPE, W/4' OF 16.4 36" 16.3 37" SCHEDULE 40 PVC PIPE. facility shall slope at least er to prevent DOUBLE WASHED STONE ALL AROUND. � accumulation of surface water. , BOTTOM AREA: 12.83 x 41.5 - . HIGH GROUNDWATER ELEV. 1't 5. Sewer pipe shall be 4" diameter schedule 40 PVC or MED. SAND MED. SAND MED. SAND MED. SAND � TIC TANK DISTRIBUTION BOX THREE 500 GALLON LEACHING CHAMBERS equal at 1/4" per foot (2%) slope min. C 2.5Y 7/4 C 2.5Y 7/4 C 2.5Y 7/4 C 2.5Y 7/4 sheet 2,000 GALLON TWO COMPARTMENT 5 HOLE AASHTO - H2O SOIL ABSORPTION SYSTEM 6. Flow equalizers shall be installed on the ends of all LEACHING AREA PROVIDED: STATE TITLE V 1 OF 1 �ASHTO - H10 PRECAST SEPTIC TANK (DB5) PRECAST LEACHING CHAMBER - H2O outlet pipes inside the distribution box. = 160. 2 gal 12.83')+2(41.5'))x2.0'x(0.74) " " = 160.82 al da 7.1 120 6.7 125 7. Contractor shall notify the Engineer if he/she BOTTOM AREA y12.83' x 41.50' x (0.74) DRY DRY 9.4 120" 9.4 120" title encounters soil conditions other than those shown = 394.01 gal/day DRY DRY SITE PLAN & on the soil log. TOTAL LEACHING CAPACITY = 554.83 gal/day GROUNDWATER WAS NOT ENCOUNTERED GROUNDWATER WAS NOT ENCOUNTERED SEPTIC SYSTEM SUBSURFACE SEWAGE DISPOSAL SYSTEM DETAILS NOT TO SCALE 0' 20' 40' 60' drawing number NMI B27-08