Loading...
HomeMy WebLinkAbout0294 PINE RIDGE ROAD - Health - - - -- - - - -- _ --- - 6Ou i Town of Barnstable P a Department of Ilealth, Safety,and Environmental Services Public Health Division Date 41V, S/20aa 367 Main Street,Hyannis MA 02601 1 anaxerearA _ ED 1t1 �,� Date Scheduled 1- to\r k, O t 1 �oc)(5 Time 10 Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: , /�✓ je-e 6, (Ay✓/j' ' + Witnessed By: �U�n✓i K l U R d`l lU� LOCATION & GENERAL INFORMAT ON Location Address04 4 ) Owner's Name .0 _ vl e r ��Q P v c U Address (30X 1lJSJCU��, f- // 3S Assessor's Map/Parcel: W Engineer's Name �/oLk k ee NEW CONSTRUCTION _IX REPAIR I Telephone# `4-3 S—c0-55 Land Use 1-y�� Slopes(%)! Surface Stones r U Distances from: Open Water.Body ft Possible Wet Area ft 'Drinking Water Well R Drainage Way ft Property Line 7s f ft Other Ut Ht% &etn ft _ 11V-5ti-e� cl,ezVat�. 1 SKETCH: (Street name,dimensions of lot,exact locations.of test holes&pert tests,locate wetlands in proximity to holes) aLID.3 . 2 J z/�, lS-�/ S.r T. (Z�47 Parent material(geologic) 6'A Depth to Bedrock Depth to Groundwater: Standing Water in i lole: NOW Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR EASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: I V in. Groundwater Adjustment ft. Index Well p Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date`/`3 Time !�^ Observation 'f t Hole# Time at 9" Depth of Perc —TUP a iJa° Time at 6" Stair Pre-soak Time© o Time(9"-6") tr End Pre-soak dyy�r�ltS �U.33 !4 Luq ev 7UL4 C Rate Min./Inch G !U Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---� Copy: Applicant DEEP OBSERVATION HOLE LOG Hole # 2- Depth from Soil horizon Soil Texturc Soil Color Soil'°Y Other Surface(in,) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. % O-;,`� b �(Zl1 EA I C u, a -G Spa 44 '�' ;`� 10 (-- e lk a'l /v o Cu e Irk ! 1 DEEP OBSERVATION HOLE LOG Hole # a• Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling Structure,Stones,Boulderes. . a r,„ A 5�n Zy� Cry a.r�J. L�iv4ywl� DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG Hole # Dcplh from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % t TOWN OF BARNSTABLE LOCATION a9yAve lei��r SEWAGE # 3% / VILLAGE C XV, ASSESSOR'S MAP & LOT 0©6O �(D� INSTALLER'S NAME&PHONE NO. ��><o/a/),' Celw-/iw Av e}4 SEPTIC TANK CAPACITY LEACHING FACILITY: (type)-rykAa/r j 6) _ (size) // 1-S6 X2 NO.OF BEDROOMS BUILDER OR(O�WNEP-� Ar-c e 4 PERMITDATE: d�COMPLIANCE DATE: 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 KObr 0 avy r� 4t.21 lip C Q sy'io" -o 37 i sere' 000 b►'Y° '* 3. No. L!'�% ` f� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatiou for j3isspoml *pttem Cott!5truction Permit Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) W-e'omplete System ❑Individual Components Location Address or Lot No. !� t tj67 R,t ACrE Owner's Name,Address and Tel.No. Assessor's Map/Parcel L/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �ia �%do51 .a N�� US c�,sVCTw N rs yyo a T_�v�$��.� �� /i0-WOPS M i L l�1It �oo Ss Type of Building:Dwelling No.of Bedrooms !J Lot Size —/C/y /S sq. ft:— Garbage Grinder PO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Sv C, gallons per day. Calculated daily flow s�-U gallons. Plan Date —00 Number of sheets Revision Date Title S i-k* St c- 0)4 AJ Size of Septic Tank l boo Type of S.A.S. e v Description of Soil ru -7 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 Certifi- cate of Compliance has been--;* s ed thi B d Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. ;�?Om� Date Issued B "� ® TOWN OF BARNSTABLE LOCATION .�9y ,�"'� 1�/��r SEWAGE # VILLAGE Cao��' ASSESSOR'S MAP & LOT 00(p_06l INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ® /SaU GAL LEACHING FACILITY: (type)''- �s�.r�ii�J � (size) 1 NO.OF BEDROOMS BUILDER 0 OWNE ""= t. U0000MPLIANCE DATE: PERMITDATE: 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist z" Feet within 300 feet of leaching facility Famished by �dRha i arm=r j i j At LS o�bs �� 4h I No. f+Y L�G�Ii� ez- F Fee V4/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 7 des PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS - 0[ppricatiori for ]DigposW,*pgtern Construction Permit Application for aPermitto Construct(V)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address,'or Lot No. t (r 1 U Owner's Name,Address and Tel.No. r Ij< 1, co�mil' bAv1> Assessor's Map/Parcel ry J LI•, - `, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No: VA N,«e Sv✓v-e C-1UAsucTbPTS- Type of Building: ,/ /� - ► Dwelling No.of Bedrooms V Lot Size L/ JS' sq.ft.— Garbage GrinderPO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 �y t— { Design Flow v �' gallons per day. Calculated daily flow J U gallons. d �s Plan Date "` 'C —0O Number of sheets oZ Revision Date Title �Size of Septic Tank Type of S.A.S. Description of Soil \l i s -e-e- 97a_�7 1 n Yu Nature of Repairs or Alterations(Answer when applicable) , Date last inspected: Agreement: y N... Theundersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the proyisions.of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of C pliance has been ' s ed this Bo d "` Si ned Date g �.� APPIiation Approvedliy -- ✓� c' ,; w - y °� r+ rfj _ Date. ' Application Disapproved for the following reasons Permit No.1270AJO " Date Issued ————— —————--—-—————————-——————-—————THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT Y,that the On-site-Sewage Disposal System Constructed(C'j R paired( )Upgraded( ) Abandoned( )by at a c/ IPIPC P t 0 C' OPA D UTL,, '. h been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction.Perm @4; 7 dated Installer /Designer A"*e �'✓l/P P cJ� Jw , �4 '� n� The issuance of this perinit shall n t be construed'as uaarantee that the syqt-m ill function as d psi ned. - t Date h Ins r Inspect A n V tA�V} 3 — 1 0 —-ma�y-__ _^'�` -.-- - --vim No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLES MASSACHUSETTS 0*05ar 6pgtem Construction Permit Permission is hereby granted to Construct(L.•�'Re�air( , )Ude )Abandon( ) '� System located at o��L� (� //VL` �.1 1� 't Ti�d.� or t and as described in the above Application for Disposal$,ystem Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction Lst be co pleted within three years of the date of thi pe t Date: D Approved by a 1 r f SEP.C-1.`©00 7:58AM JBD%JGA Ho. 118 P.1 c , t 26'-o" 7*-Ov 96, -~a5 RRP.�{GM G=R SEDi00M 12'-5" X 13'-Q" 4111- d Z-)a o IL 'y FORMAL LOVING ROOM A STAIR 20'-4• x 7-4" Lu o AT R4D J '-41/2" F-1" '4;.1/2" E4U4 T-11 i M AL pN ~ CLOSET H.,. R: 7 DINING AREA Z,-4" b-r . t NDRY d R QM CLOSET DEN t'I 1 TOWN WATER AVAILABLE A.Af 6/62 COTUIT 200,37 -- -- NOTE. THE FINAL GRADEING TO BE DETERMINED AT SITE _ _ g¢ � GRADING ..WALLS MAY BE REQUIRED 79°51'4 0»E — � SfolooL STREET rTCOTUI quo q, IDLE gOA rl�\� _\ 2 � BA Y 4- LOCUS � Y Lay A.M. 6/65 A, TOWN WATER O I I O�'I °� LOCUS MAP I �-{1 �l 4 I I I 11 TP 1 1' 1 1 ' I�u ASSESSORS MAR- 6, LOT 64 1 I I PAUL PLAN REF 191143 I 1 1 L I I I AAE8�9Ti t4+ 1 ZONING: RF FLOOD ZONE.• "C" COMMUNITY PANEL ,# 250001 0021 D 11 ` 16.0' i I o oo i i the DA TED 7102192 WATER PROTECTION ZONE. "AP" 126.0 I `40 ' 14.9 SITE AND SEPTIC PLAN / 1 231 11.5, i 4 NI 1 2 T A A.M. 6/63 �� \ °j. / PROPOSED i I �Q Q)' _ I OF LAND TOWN WATER \�\ \\\ i/ 5-BEDROOM a I -`\ ~ \ � O.F.=9B f ' 2 0' I so.s LOCATED A T.� „ 4 o s.o �1 38,0 1 294 RINE RIDGE—ROAD_ rBARNSTABLE CO MIT), ,SS - (_ `- G. CZ NiURPHY PREPARED FOR: t=L 7 � `eGiSt / , , I ► DA VID PIERCE I MAY 6, 2000 < ,: JUNE 25, 2000 JUNE 27, 2000 YANKEE SURVEY CONSULTANTS P.O. BOX 265 A. M 6164 i ►C' �p� UNIT 5, 40B INDUSTRY ROAD AREA 49,154-1-SQ.FT. I \ MARSTONS MILLS, MA. 02648 / / I UpoLE PH.(508)428-0055 - FAX(508)420-5553 � 000• 00' ,r � GRAPHIC SCALE \ 58319 30»W ____—cs ROAD 30 0 15 30 60 120 UpOLE CIO ---"E RID,�40�,AY _GE DIRT)__-- PI --- - ___----- BENCHMARK _ N JOB NO. 523.31Y2 —— TAGBOLT ON HYDRANT ( IN FEET ) ELEV.= 100.0'(ASSUMED)y4 1 inch = 30 ft. SHEET 1 OF 2 L EL. = 98.0_ TOP OF FYJUNDATION r� 20' MIN. 10'� MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. PITCH 1/8 PER FT. 2"LA YER OF CONCRETE COVER 1/8" STONE WA SHED NE STO� 6" MAX 6" MAX / / i / / / / / / EL=96.0 6" MAX 4" CAST IRON PIPE T7-� (OR EQUAL) MINIMUM r� PITCH 1/4 PER FT. W CLEAN SAND 9» y MIN. INVERT 15.0' 1 to LOW LINE EL=93.0' MIN. 14" _ EL.=95_0` INVERT �6 LEVEL SUM 000° °° INVERT BAFFLE EL = 94.25 I INVERT INVERT oo u c 0% o EL.= 94.50 EL.=94-�_ EL.= 9_3. 75_ (7V BE PLACED ON FIRM BASE) DISTRIBUTION ° MECHANICALLY COMPACTED OR 6" OF STONE � BOX GALLONS 70 BE WATER TESTED 11' X 62 TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" S70NE 3/4" TO 1-112" SOIL ABSORPTION °' h PROFILE OF DOUBLE WASHED STONE SYSTEM (SAS) "H-20 " SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. =_81_0'_ NOT TO SCALE NO OBSERVED WATER TABLE (9/30100) ELEV.=_1._o'_ OBSERVATION HOLE 1 ELEV=_ 92.0' PERCOLATION RATE C2__ MIN. INCH AT "_ INCHES OBSERVATION HOLE 2 ELEV.= 95.0' DEPTH flORIZ TEXTURE COLOR OTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTTI OTHER 0-2" 0 ORGANIC 0-2" 0 ORGANIC GENERAL NOTES 2"-6" A SANDY LOAM IOYR 5-1 2"-6" A SANDY LOAM IOYR 5-1 6"-2.5' B LOAMY SAND IOYR 5-8 6"-2.5' B OAMY SAND IOYR 5-8 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. '2 5'- 11' Cl MED. SAND IOYR 6-4 PERC 2.5'- 11' Cl ED. SAND IOYR 6-4 TITLE 5 AND THE TOWN OF _BARNSTABLE---_ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WATER ENCOUNTERED NO WATER ENCOUNTERED 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" BRUCE C. MURPHY, R.S. 3 ALL COMPONENTS OF . THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 4130100 SOIL TEST DONE BY WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: DONNA MIORANDI 10 FT. OF DRIVES OR PARKING AREAS. H--20 LOADING SHALL BE P# 9727 DESIGN CALCULA TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING- COVERS TO GRADE SHALL TOP LOAD NUMBER OF BEDROOMS . . . . . . 5 BE MORTERED IN PLACE. 9 INFILTRATORS(H-20) WITH GARBAGE DISPOSAL . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4' STONE SIDES AND ENDS TOTAL ESTIMATED FLOW C� DEEDED OR ZONING REGULA TIONS. 0 WNER/APPLICANT IS ,TO 11' X 62' ( 110-_GAL/BR.IDA Y x 5___ BR.) 550 GAL/DA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . . 1 IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. - LEACHING CAPACITY (AREA X RATE) 612 GAL/DAY 8) PARCEL IS IN FLOOD ZONE __"C" _. RESERVE LEACHING CAPACITY . . . 612 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __s_ AS PARCEL _64 _, (62XIIX. 74)+(62+62+11+11X. 74X 1) SHEET 2 OF 2 JOB NUMBER-_ 52331 Y2 TOWN WATER AVAILABLE A.M. 6/62 '\ COTUIT 2 p p.37 -- -- y TOWN WATER _ __ g4 ; NOTE. FINAL GRADING TO BE DETERMINED AT SITE 96 \ GRADING WALLS MAY BE REQUIRED AZ? SCNoOL STREET \ \ COTU! /� N ` / �� \� ` � � W IDGE ROA I I BAY LOCUS \ \\ �_l 2 \ �\ A.M. 6/65 C I I \\ \\ \ 12.5• � 12.5� � �v iO TOWN WATER I I �� \\ ► I ► j j LOCUS MAP I 1 \ rP 1 jig OFASSESSORS MAP- 6, LOT 64 I C11 PLAN REF 191143 PAULA � � � I I o -p i �� �1 j 1 i �1NERtPHE1N ZONING: "RF" No,.am " FLOOD ZONE: "C,, COMMUNITY PANEL # 250001 0021 .D DATED 7102192 i l 16.0 1 I I I _I I I �I O SURV c I I WATER PROTECTION ZONE: "AP" 126.0' ` 14 9 I ' � 23•1 � ; �� ,'1 SITE AND SEPTIC PLAN e � 11.5 I Q � ivl - I I a A.M. 6/63 \ PROPOSED w I �� ► OF LAND r \ \ I o 1 - \ 5—BEDROOM N o I I TOWN WATER \ \ HOUSE �\ o T.O.F= 98.0 26.o' ' so.s �, LOCATED A T.• *' ; of r� " ►,, 4 o s.o' 38.o I \� 294 PINE RIDGE ROAD o poR N I , ; ' , BARNSTABLE(COTUIT), MASS. 1 uspsy ct, I I I I I ON % ' ► I ' 149 PREPARED FOR: 1� I , , i ► �, DA VID PIERCE b \�\ MAY 6, 2000 - : YANKEE SURVEY CONSUL TAN TS / I P. O. BOX 265 A. M. 6/6'4 / I i � � c� UNIT 5, 403 INDUSTRY ROAD AREA = 49,154�5 .FT. MARSTONS MILLS, MA. 02648 — l � UpoLE PH. (508)428 0055 — FAX 420—5553 508( ) ' _ GRAPHIC SCALE »w _ \ S8319 30 ____—�jQGE - I t A D 30 0 15 30 60 120 rQ�UpOLE _ __ — P�1 wY _DIM) �-+__- __-------- BENCHMARK _— ( IN FEET ) JOB NO. 52331Z ——— TAGBOLT ON HYDRANT ELEV.= 100.0'(ASSUMED) 1 inch = 30 ft. SHEET 1 OF 2 EL. =_9_8._0_ 710P OF )FOUNDATION f 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V G MIN. PITCH 118 PER FT. 2"LA YER OF t EL=96,0' 118"-112" / / / , ♦ / / / , , / / / , / / , CONCRETE COVER EL=96.0 WASHED STONE 8" MAX 8" AIAX ♦ / / ♦ / ♦ , , , ♦ ♦ / / ♦ ♦ / / ♦ i i ♦ / 4" CAST IRON PIPE 8" MAX (OR EQUAL MINIMUM PITCH 114 PER FT. W CLEAN SAND 9;# MIN. 20• FLOW LINE EL=93.0' INVERT 1MIN. N. 14" _ ° 0 EL.= 94_5' CAS INVERT LEVEL 0 0 0 o a p p p p p °° INVERT BAFFLE 93. 75' INVERT SUMP 0 0 0 p p p p p p p o 0 0 0 , EL. INVERT o o ° EL.=94.0' EL.=93_0,- EL.= 92_75' 4 p 4' (TO BE PLACED ON FIRM BASE) DISTRIBUTION IN EL.= 92_5 MECHANICALLY COMPACTED OR B" OF SMNE BOX _ 1500__GALLONS TO BE WATER TESTED - 45' X 12.5' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3/4" T10 l-1/2" SOIL ABSORPTION PROFILE O F DOUBLE WASHED STONE SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. =_81_0'_ NO OBSERVED WATER TABLE (4130100) ELEV.=_aL 8'_ OBSER GA TION HOLE 1 ELEV.=_ 95.0' OBSERVATION HOLE 2 ELEV.=_ 95.0' •. PERCOLATION RATE ��' MIN./ INCH AT -4"_ INCHES DEPTH ffORIZ TEXTURE COLOR OTT. OTHER DEPTH HORIZ TEXTURE COLOR M07T. OTHER 0-2" O ORGAN.1C 0-2" O ORGANIC GENERAL NOTES 2"-6" A SANDY LOAM IOYR 5-1 2"-6" A SANDY LOAM IOYR 5-1 6"-2.5' B LOAMY SAND IOYR 5-8 6"-2.5' B OAMY SAND 10YR 5-8 1) ALL WORKMANSHIP AND MA TERIAI.S SHALL CONFORM TO D.E.P. '2 5'- 11' Cl MED. S.9ND 10 YR 6-4 PERC 2.5'- 11' Cl ED. SAND 10 YR 6-4 TITLE 5 AND THE TOWN OF _BARN- T RLE____ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. W W ENCOUNTERED NO _9 TER ENCOUNTERED NO WA 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 4/30/00 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: DONNA MIORANDI 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE P# 97.27 DESIGN CAL CULA TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 5 BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110__GAL/BR./DAY x 5--- BR.) 550 GALIDA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR NO T E' IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICA TION . . . . . . . . I PRIOR TO COMMENCING WORK ON SITE. INSTALL FOUR (4) ACME DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. 500 GALLON LEACHING . 74 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS CHAMBERS SPACED I' APART EFFLUENT LOADING RATE . . . . . . GALIDA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. CONNECTED WITH PIPE LEACHING CAPACITY (AREA X RATE) 586 GAL/DAY 8) PARCEL IS IN FLOOD ZONE __"C"_ _. RESERVE LEACHING CAPACITY . . . 586 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __ 4 FEET OF STONE SIDES AND ENDS s_ AS PARCEL _64 , (45X12.5X. 74)f(45f45f12.5f12.5X. 74X 2) 45 X 1,z 5 SHEET 2 OF 2 JOB NUMBER__ 52331_Z -----