HomeMy WebLinkAboutC1.55 SWPPP Details 50' MINIMUM EXISTING
STORM SEWER GRATE \\ /I.► ;
O PAVEMENT CONSTRUCTION SPECIFICATIONS �O��DO v_iw► THE
- DD 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED �00�0��0��0 SEE WOOD STAKEjM
O O �O �O �O CONCRETE EQUIVALENT FOR TOP LAYER, 2" 8" DIAMETER FOR BASE �O�OO�OOOD LIFT STRAPS, FRAME OR OTHER DETAIL THIS SHEET LAN D
LAYER. �0�� \ METHOD OF LIFTING BAG FOR .
FILTER CLOTH MOUNTABLE BERM 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A REINFORCED CORNERS OR MAINTENANCE GROUP
(OPTIONAL) SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD METAL FRAME REQUIRED OVERFLOW PORTS OR FIBER WATTLES
APPLY). CII�
)'
3. THICKNESS-NOT LESS THAN 6 INCHES. l METHOD FOR OVERFLOW IN
EXISTING GRADE PROFILE 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT ® LARGE STORM EVENTS SEE WOOD STAKE
O POINTS WHERE INGRESS OR EGRESS OCCURS. ® ® DETAIL THIS SHEET
D 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO 2-FT MINIMUM
CONTAINMENT BAG
50'MINIMUM
PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE
FAMILY RESIDENCE LOT.
O �O �O 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
0 0 0 0 0 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
&cc' L �D D D D D IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE WOOD STAKE
O O O O O O PERMITTED.
Rbkcb)
` %DaD D D D D 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION STORM INLET
z O&C,
10') WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOv � C 1D &D � ^D5DD�D
_ `' PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING
D�QD c acc'ac')
D� �D Dabab��DCLITH EANO DITIOFAANYONE AS MEASUROS IUIOD NS DEMAND TO TRAP NSEDEMENTPAIR ANDAOR NOTES:LL 1. APPROVED MANUFACTURES:
O O O C O O O O O SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC DANDYSACKTM OR FLEXSTORMTM
Ll)oD 0O RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 2. INSPECT AT FREQUENCY DESCRIBED IN
D&D 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR REPLACE AESC/SWPP DOCUMENTS. REPAIR OR
O TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REPLACE AS NEEDED.
D REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE 3. REMOVE SEDIMENT ACCUMULATIONS
PLAN VIEW O AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. WHEN FILTER CAPACITY IS REDUCED
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY 50%.
AFTER EACH RAIN.
Stabilized Construction Entrance (BMP 40) Drop Inlet Protection Type I (BMP 13) Fiber Roll (BMP 64)3
0
Scale: NTS Scale: NTS Scale: NTS y
WOOD STAKE
FIBER WATTLE
y
DOWNS -.-
S4op CIS '';r Lr DS IM0513 111I 'E ABOUT EPA,-�—
. -•
Department of Envilron menta l Quality
SLOPE SURFACE
Final 202,2 5305 (b) Integrated Report cc
Zoom In I I Il Zave>rrI Prewr IEacte t k Next Exf�ent I Ran elect I34aF F Iden XY CI�r Print H�Ipf r// 0
TRENCH \� = -id Sea by Ei;sji 1qr Map Leger I, I I. I. 1 h.� �.
**Please Note: aEQ§30'5(b) NHD I:I OOK GIS � I Lakeview�G aIf � �'. SEARCH � L�
0 .. ► ®� B �ll�ap�
waters may not refle�c t a complete
J
representation of hydrolgraphti� in Idaho. � � � L � � � CD
List S305(b) Waters by C rr �Ln W Cfi'errs C �
e ry Ln f Q
Su
I 1bbair�i�*�y
:
e O Q
r•rr �
College Df � El G ato �
Meridian � °C
Slubbasin bar Name.. '� Western 1. ho I' �� Pine Ave E LU
Fiber Roll Stake Section (BMP 64) L , `1 , t Meridian
2E
4 f
Scale: NTS I c� r r ` Revisions
Subbasin by 'Code. . aJ . �,�
is I crest GQIf
�Iclub �Q
E Franklin Rd L��� et' Br�:i5 I Franklin Rd vc� Franklin Rya E F
POST SIGN NEAR BASIN Lavers Activate as the Scale Increases ��eek
I
I PROJECT AREA+
US C:itie5 Et BoundariesE Flan-iinc a v I
CONCRETE US Streets R Highways
WASHOUT Stamm Lni aI -ID
World Transpoi tatiun 4— � � �; � 55
G9 C� Je
Map Co ntents,-0305� 2022 �: � W OVerland Ind m fD
overland Rid
13-
Idaho Ci ties-Towns m : 72, z
a
0 IDEQ Sltrm Monitoring (BURP) a W Lament Rd /0k Cyr
rpolo
10 MIL (MIN.) 0.5 1mi
PLASTIC LINER Not Monitored '� a IDEo II z�`3 I Sari, N, tlSA, GA, USGS, FEMA. I City cxf Meridian, Caunt�q Df Ada, Esri, H.._ N 43.56001, W - 1 1'6.33754 S��GSAL
w -
\�Q
10961
OF 0
�SoN DEN
Waters of the US Map 11/24/2D25
a G9�Fs
Project No.: 124186
Date of Issuance: 11-24-2025
Project Milestone: PERMIT SUBMITTAL
NOTES
1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY.
SWPPP Details
E
R.
R_ii o Concrete Washout (BMP 49)
5
1 . 55
Scale: NTS