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HomeMy WebLinkAboutBuilding Sign off - New 4 Bdrm Home 13D1 TOWN OF YARMOUTH o HEALTH DEPARTMENT ♦Try M PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To becompleted by Applicant: Building Site Location: LI ?Ci o/\/ 1--605-e-- y 04 CV-14V- Proposed Improvement: �--( r -1od Applicant: 0C-Liqr-c-1 rn,�,ti �,,t 5 C L f LL Tel. No.: ScAl (4-4 / u76 Address: I�j � �f ,U �� Y 40 a 9o4.41- AIDate Filed: 3 **If you would like e-mail notification of sign off please provide e-mail address: 1"4)/1 Li) A. �, ;( t (D i"L i ," T Owner Name: i V 4&,- J U 114-Sow Owner Address: ? / llC / 5 l 4 tr i/c),.( Owner Tel. No.:J ba-ez5-0 ,._. _._._...._........._._.._..____- RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed)- Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: id COMMENTS/C ND PLEASE NOTE :t "..+r."'-�•,H,.�•�'...�••�-''q"..,7.'.rv?».....' w � _ � - -. `_ � - - •- �: - -- ` _as .-•4..�"v'�'�!s""Q'CS".?• - sra-.:.,... . , KID- �Lr_ 111 t �/.r.X4 - - . j'. _ . - . - - ti _ ?w'L - - - • - P , 7,m- rea MONO • �' ; - ._ _ _ 'i�1�..'�i:=t ova _ ; . - - l Wy •x�f 77 - ,X • + ; ! S - - - ... _ e t ' . - i 1 ; • ; - FS b `..: `@� E r fries D ,f ,j i• . },,. � _•9— ..._._._.:.._.�=. _.� �..�,.....-..s�._.._._...t� .�..,a.•+as�.•... -- ---F - - _ - _ , , - - - -- -- -- -------•^v _ , - ., .. tea. -•—•• - _ _ : a � nice cl�D�sy ,. 0 .774 MA CW3 ..YCMMuth Poft 147 w t Y. a ILA - — - - — - - - - - - - - - - 1,0 0 LF 14 4- 6 1 r— C5. 1 0 & T G. ro Pos-r p I% t3l. G-_ __ e _ . t _-tee .a�.►_ d..— 'r` r ` —ILI 2_ sw.. cu 4w Is G Tq v CIO r Of K, L-r C�4 - c Alr�z clqj 0 cl AV A CONC- 5L At V-11 j 0 J 13, (4 W" ------------- 4. ) `� 44 _ 0 4—tW 17410r P" A"-41 . I f I PROJECT MANAGERS CCj LL D IS Lexington Lame, Yarmouth Port. MA 02675 508-246-1476 13 7023 C-EPT. Bruce Devlin Dt 1. -774. Qopt g-1 �3 -44 --�•r--'-- Cir�dli � �'?": C�'?riTRCtrr.�t�ta.,1TS Ui.jT)6'q' v OR tp E a Cfl` 24• d 1- d " x o.4 V.:pe!,,rE: o vim.'s • - ' Sc�"'��•t�t�[x�i. �5t�t..TS �v"c+:c.-��'�•�r•).ad�-t�c.C�X.? �;t,2��c4C Sol r) ET/ t ! � t N'C ".,UJAVOT YOMWM P MA 02VS �fl 7 i HEALTH DEPT. Bruce* vevlin Desi Pop Y-r3-x 0 F LA a .c a r a G Lr c c z a v z a a z a F ct Le c: a a. CIS 0 N Ln a v 0 ci 0 c% .a i 0 E: v SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP-1 GRD. EL 100.6 SHGW EL. 38.0 LOAMY SAND 10YR 4/2 LOAMY SAND 1QYR 4 6 EL = 98.4 MEDIUM SAND 2.5Y 6/6 NO GROUNDWATER OBSERVED EL = 88.6 DISTRIBUTION NOT TO SCALE REMOVABLE COVER -� 12" 26" 144" 6' MAX. 2" WALLS 30 O 0 11-1/2" TEST PIT TP-2 GIRD. EL 97.5 SHGW E. lT7TlT7Tl i LOAMY SAND' 10YR 4 2 LOAMY SAND 1OYR46 EL = 95.5. C-1 MEDIUM SAND 2.5Y 6/6 C-2 FINE SAND 2.5Y 5/6 MEDIUM SAND 2.5Y 6/6 NO GROUNDWATER OBSERVED - EL=85.5�= w_1 n) 21" 13" (5) 5" DIA. I KNOCKOUTS .I TY'• E i•. 2" BOTTOM ON LEVEL STABLE BASE 6 MINIMUM PLAN VIEW 3/4" TO 1-1/2- ACTION VIEW CRUSHED STONE Rolm 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. i DESIGN CALCULATIONS DESIGN FLOW 4 BEDROOMS ® 110 GPD/BEDROOM - 440 GPD REQUIRED - SEPTIC TANK 440 GPD X 200% = 880 GALLONS USE 1,500 GALLON H-10 SEPTIC TANK 51ZE OF REQUIRED LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 440 GPD + 0.74 GPD/SF = 595 SF S17F OF LEACHING FACILITY PROVIDED USE (3) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. BOTTOM AREA: 33.5' X 12.83' = 429.8 S,F. SIDEWALL AREA: 2 X (2 X (33.5' + 12.83')) = 185.3 S.F. EFFECTIVE LEACHING AREA = 615 S.F. 615 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACITY) 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY PROVIDED) NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 10'-6" 10'-O" j - I_ i PLAN VIEW --10 1 i ,• •hN W ca KFND CB/EISK �N� to z 1/ ONSITE SOIL EVALUATION DATE: JANUARY 23, 2002 TEST BY: BSC GROUP, WC. 10" WITNESSED BY: BRUCE MURPHY, BOH LICENSED SOIL EVALUATOR: CRAIG A. FIELD, PLS, SE PERCOLATION RATE:. < 2 MINS./WCH SOIL ;LASS: CLASS 1 L.TAA.: 0.74 GPD/S.F. 24" LEGEND / UNSUITABLE MATERIALS �� 7 0 (TO BE REMOVED) 72" PERCOLATION `'L TEST RANGE - SEASONAL HIGH GROUNDWATER HIGH POINT IN ROAD 100.5 500 GALLON CONCRETE LEACHING CHAMBER (H-- NOT TO SCALE 4" PERFORATED PVC W/SCREW CAP TO EXTEND DOWN TO NATURAL SUBGRADE 5" DIA. KNOCKOUT (TYP.) 20" ACCESS COVER. TO WITHIN 3 INCHES OF FINISH GRADE LOAM AND SEED ALL DISTURBED AREAS 1-1/2- TAPER =lm i i i 'm i i i i . i i i >• i t• i i i i i 4�����i �_' i i r* i ►,`riY•`•�4. i i i i i "..sr. ii ii 7-7117­1 =1 ii ii EFFECTIVE ii ii i i i ii ii DEPTH :•c/�Cwt; i=C FRONT 11 NOTE SIDE VIEW 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL. MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF aD STONE. PROPOSED RESERVE AREA CB/DH FND BENCHMARK HYDRANT TAG BOLT ELEV. 98.67 OUSPM c`\ t P ('� , ' p WIDE) (PRI�A�TE '� �..- CB -� R=543.02' G G W D FND A=75.00' H 29 © J �' CB/DH t, ELECTRIC HH 11 3• TP FND PROPOSED 12.83' X 33.5' I�ETER P3 \ c� 1 ABSORPTION f /PROPOSED 5 0GALLON CONC. Ch A BERS T.WATER SERVICE m c PROPOSED O / GAS SERVICE sa 99 / PROPOS D " + •�-"""""" % PROPOSED 1.500 GALLON DISTRIBUTION BO `� = ` Gj H-10 SEPTIC TANK el 77.6' r PROPOSED 500 GALLON cr_ DRYWELL 01 EXISTING l ` o . v HOUSE ,w 0 • • � Z +&' 2 oa q'EXISTING { `cio 2s. R �' g • „ � HOUSE ......+..--� o -: rh OD . So PROPOSED " G AG � 4» ELECTRIC SLABi}2' SERVICE Z PROPOSED PRCJ,'JSED=. WALK %j 4 BEDTd00t+rl=ii_:: 4 , °: $ : - blNELLINGn ; T60 103 6, N/F - i _ Ysy:. WESLEY MOREIRA • h- ASSESSORS MAP 47 f" ;Y� •r.r, � PARCEL 72 - - - cmLOT 51 N/F EDWARD J.. KOWALSK! JR. PROPOSED 500 GALLON ASSESSORS MAP 47 r 95•4 °' LEACHING 74 L GRATE. & LOT53 PROPOSED 1 RAISE AT LEAST ONE EXISTING COVER TO WITHIN 6" OF FINISHED GRADE THE RISER SHALL BE 18" HDPE PIPE r- CONC. COVER . � 4" 10" 3" _� f 4' MIN. LIQUID 5'-8" 4'-6" LOCATE DEPTH INLET TEE OUTLET TEE UNDER COVER W/GAS BAFFLE 3" 3" .41 .• 'A- - CROSS-SECTION VIEW STRAW WATTLES / ,� : • WORK LIMIT LINE ` .,,� �� / ,/ • t11 i rm 4. 53.3' o 96 WF 1-100 o �`�` p • --- --- f %K �O Q 62.4'- `"```�• / / 95 F. 1-105 `�•, • / f --� Q4 20 0575S.F. WF 1-101 WF 1-104 N� SSE f o WF 1-10 IN 11 -WF 1-103 o' 90- N/F --'°� CR B G HOME OWNERS ASSOCIATION ..III' ASSESSORS MAP --47' FARCEL 75. ?. LOT54 r EL 95.60 2" LAYER OF 1 /8" . TO 1/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4' TO 1-1/2- DOUBLE WASHED STONE TO CROWN OF PIPE 2023 .LOCUS. INFORMATION CURRENT OWNER: KENNETH C. ANDERSON TITLE REFERENCE: CTF 202791 PLAN REFERENCE: L.C. 33985-B ASSESSORS MAP: 47 PARCEL:. 73 EXISTING LOT SIZE: 20,457f S.F. ZONING DISTRICT: R-25 SETBACKS: FRONT 30'* ' SIDE 15'- REAR 20' OVERLAY DISTRICT: NONE NITROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD ZONE DISTRICT: "X-OTHER", DATED 7/6/14 PANEL #25001CO586 J MINIMUM LOT SIZE: 25,000 S.F. GENERAL NOTES 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILTIES AND ASSOCIATED SITE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310-CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED NATHIN 150 FT. OF THE PROPOSED LEACHING FANLTY. 4. IF AN OVERDIG IS SPECIflED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECI'IED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCE MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A- SIEVE ANAL"SIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100%MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-2C% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES W"EFc. SHOV:",d ON THE PLANS ARE _APPROXIMATE_. THE ENGINEER..- _ DOES NOT GUARANTEE 'HEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR 9iALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANYDISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHAD BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTIN ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALLCOMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRD TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-34•-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DEIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGEGRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). SYSTEM PROFILE NOT TO SCALE EL=103.6 TOP FOUNDATION EL 102.0 4' SCH. 40 PVC �L=26± FT. S=0.03 ELEV 101:O VARIANCES REQUESTED TITLE V NONE TOWN OF-YRMOUTH NONE �O FLOO? PLANS NO SEE ATTACND DISTRIBUTION 1,500 GAL BOX NOTE: SEPTIC TANK MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING �X� 4" SO. 40 PVC L=60. FT S=O.(l FIRST PIPE LENGTH FINISH GRADE TO BE SET LEVEL 100.0-100.5 FOR MIN. 2' 4" SCH. 40 PVC TOP=97.50 ooC=00000C=C= LEACHING 0 0 o Ca o C= = =4 Ca CHAMBERS C= C= C= C= c7 O c3 C= C7 �i=970 BOT.=94.50 9.0' SEPARATION _ELEV=85.5 ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT #2)